HomeMy WebLinkAboutItem 08
Date: Item No.
SPIRIT OF BRANDTJEN FARM COMMERCIAL 5TH ADDITION
PRELIMINARY AND FINAL PLAT AND EASEMENT VACATION
Proposed Action
Staff recommends adoption of the following motion: Move to approve: 1) a resolution approving the Spirit
of Brandtjen Farm Commercial 5th Addition preliminary and final plat, and 2) a resolution vacating a public
drainage and utility easement.
Overview
Wings Financial Credit Union representatives are requesting approval of the Spirit of Brandtjen Farm
Commercial 5th Addition preliminary and final plat of one lot to allow the construction of a 3,992 square foot
Wings Financial Credit Union with a drive-up service window. The vacation of an underling public drainage
and utility easement is being processed in conjunction with the preliminary and final plat. Wings Financial
Credit Union will be located in the southeast quadrant of 160th Street (CSAH 46) and Pilot Knob Road
(CSAH 31), directly north Freddy’s Frozen Custard and Steakburgers and northwest of Hy-Vee.
The Planning Commission held a public hearing on the Spirit of Brandtjen Farm Commercial 5th Addition
preliminary and final plat and easement vacation at their June 7, 2018 meeting and unanimously
recommended approval. There was no public comment. The Parks, Recreation and Natural Resources
Committee recommended approval of the preliminary and final plat at their June 6, 2018 meeting. The
developer has submitted revised site, landscape and exterior building elevation plans to address stipulation
numbers 1 and 2 as recommended by the Planning Commission.
Primary Issues to Consider
• None
Supporting Information
• Preliminary and final plat and easement vacation resolutions
• Signed development contract
• Revised site, landscape and building elevation plans
• June 7, 2018 draft Planning Commission meeting minutes
• June 6, 2018 draft Parks, Recreation and Natural Resources Committee meeting minutes
• May 31, 2018 planning report and May 24, 2018 engineering report
Financial Impact: $ Budgeted: Y☐ N☐ Source:
Related Documents: (CIP, ERP, etc.):
Envision Lakeville Community Values: Diversified Economic Development
Report Completed by: Daryl Morey, Planning Director
July 2, 2018
Subdivision Ordinance, SBF PUD Booklet
(Reserved for Dakota County Recording Information)
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
RESOLUTION NO. __________
RESOLUTION APPROVING THE PRELIMINARY AND FINAL PLAT OF
SPIRIT OF BRANDTJEN FARM COMMERCIAL 5TH ADDITION
WHEREAS, the owner of the plat described as Spirit of Brandtjen Farm
Commercial 5th Addition has requested preliminary and final plat approval; and
WHEREAS, the preliminary and final plat was reviewed by the Planning
Commission and the Parks, Recreation and Natural Resources Committee and
recommended for approval; and
WHEREAS, the preliminary and final plat meets Subdivision Ordinance
requirements and is consistent with the Spirit of Brandtjen Farm Master Planned Unit
Development Stage Plan Agreement dated October 17, 2005.
NOW, THEREFORE, BE IT RESOLVED by the Lakeville City Council:
1. The preliminary and final plat of Spirit of Brandtjen Farm Commercial 5th
Addition is hereby approved subject to the development contract and security
requirements.
2. The Mayor and City Clerk are hereby directed to sign the final plat mylars and
the development contract.
3. The City Clerk is directed to file a certified copy of this resolution with the
Dakota County Recorder.
ADOPTED by the Lakeville City Council this 2nd day of July 2018.
CITY OF LAKEVILLE
BY: _______________________
Douglas P. Anderson, Mayor
ATTEST:
________________________
Charlene Friedges, City Clerk
STATE OF MINNESOTA )
(
CITY OF LAKEVILLE )
I hereby certify that the foregoing Resolution No. _______ is a true and correct copy of
the resolution presented to and adopted by the City Council of the City of Lakeville at a
duly authorized meeting thereof held on the 2nd day of July 2018 as shown by the
minutes of said meeting in my possession.
________________________
Charlene Friedges, City Clerk
(SEAL)
(Reserved for Dakota County Recording Information)
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
RESOLUTION NO._________
RESOLUTION VACATING A PUBLIC DRAINAGE AND UTILITY EASEMENT
WHEREAS, the City Council has conducted a public hearing, preceded by two (2)
weeks published notice, to consider the following described public drainage and utility
easement vacation, and
WHEREAS, the City Council has determined that it is in the public interest to approve
the public drainage and utility easement vacation.
NOW, THEREFORE, BE IT RESOLVED by the Lakeville City Council:
1. The following public drainage and utility easement is hereby vacated:
(see attached Exhibit A)
2. The City Clerk is directed to file a certified copy of this resolution with the Dakota
County Recorder.
ADOPTED by the Lakeville City Council this 2nd day of July 2018
CITY OF LAKEVILLE
________________________
Douglas P. Anderson, Mayor
ATTEST:
________________________
Charlene Friedges, City Clerk
STATE OF MINNESOTA )
(
CITY OF LAKEVILLE )
I hereby certify that the foregoing Resolution No. _______ is a true and correct copy of the
resolution presented to and adopted by the City Council of the City of Lakeville at a duly
authorized meeting thereof held on the 2nd day of July 2018, as shown by the minutes of said
meeting in my possession.
___________________________
Charlene Friedges, City Clerk
(SEAL)
EXHIBIT A
Description of Drainage and Utility Easement to be Vacated
The Drainage & Utility Easements created by the plat of SPIRIT OF BRANDTJEN FARM
COMMERCIAL 1ST ADDITION, Dakota County, Minnesota which lies within that part of Outlot
A, SPIRIT OF BRANDTJEN FARM COMMERCIAL 1ST ADDITION, Dakota County, Minnesota,
described as follows:
Commencing at the southwest corner of said Outlot A; thence on an assumed bearing of
South 89 degrees 52 minutes 40 seconds East, along the south line of said Outlot A, 275.03
feet to an east line of said Outlot A; thence North 00 degrees 07 minutes 20 seconds East,
along said east line and its northerly extension, 293.11 feet; thence North 00 degrees 05
minutes 57 seconds West 152.45 feet to the point of beginning of the land to be described;
thence North 89 degrees 52 minutes 40 seconds West 276.91 feet to the west line of said
Outlot A; thence North 00 degrees 13 minutes 24 seconds West, along said west line,
184.81 feet to the northwest corner of said Outlot A; thence North 89 degrees 53 minutes
13 seconds East, along the north line of said Outlot A, 277.31 feet to the intersection of a
line bearing North 00 degrees 05 minutes 57 seconds West from the point of beginning;
thence South 00 degrees 05 minutes 57 seconds East 185.94 feet to the point of beginning.
A)SITE INFORMATION HAS BEEN TAKEN FROM A SITE SURVEY PREPARED BY LOUCKS ENGINEERING,
7200 HEMLOCK LANE, SUITE 300, MAPLE GROVE, MN 55369 DATED JANUARY 16, 2018. GENERAL
CONTRACTOR IS TO VERIFY ALL SITE INFORMATION BEFORE STARTING CONSTRUCTION, AND NOTIFY
THE ARCHITECT IN WRITING OF ANY DISCREPANCIES.
B)REFER TO THE GENERAL NOTES FOR OTHER APPLICABLE INFORMATION.
SITE PLAN GENERAL NOTES
N89°52'40" 276.91 N0°05'57" 185.94N0°13'24"2 184.81160th STREET WEST
277.31
PILOT KNOB ROAD5'-6"5'-0"PROPERTY LINE
PROPERTY
LINE
PROPERTY LINE
CONC. STOOP,
SEE STRUCT.
BUILDING
LAYOUT POINT
LANDSCAPED AREA,
SEE LANDSCAPE PLAN
LANDSCAPED AREA,
SEE LANDSCAPE PLAN
LANDSCAPED
BED, SEE
LANDSCAPE PLAN
LANDSCAPED AREA,
SEE LANDSCAPE PLAN
LANDSCAPED
AREA, SEE
LANDSCAPE PLAN
MAIN ENTRANCE
CONC. WALKWAY,
SEE CIVIL
ADJACENT
PROPERTY
ADJACENT
PROPERTY
DASHED LINE
INDICATES
OUTSIDE FACE OF
BUILDING BELOW
PARKING
31 STALLS
CONC. STOOP,
SEE STRUCT.
DRAINAGE &
UTILITY EASEMENT
RESERVED AREA
PROPOSED
RESERVED AREA
DRAINAGE &
UTILITY EASEMENT
UTILITY EASEMENT
ACCESS EASEMENT
DRAINAGE &
UTILITY EASEMENT
TEMPORARY
HIGHWAY
EASEMENT
TEMPORARY
HIGHWAY EASEMENT
2-FT RETAINING
WALL, SEE CIVIL
CONC. STOOP,
SEE STRUCT.
11
5 5
10
20'-0"24'-0"18'-0"9'-0"9'-0"10'-0"20'-0"24'-0"18'-0"9'-0"
9'-0"
OFFICE
3,992 SF
BLDG CORNER
88'-0"47'-0"24'-0" 11'-0"
87'-4"
LANDSCAPED AREA,
SEE LANDSCAPE PLAN10'-0"25'-0"10'-0"
25'-0"
50'-0"
30'-0"
25'-0"25'-0"
15'-0" 15'-0"
50'-0"
30'-0"5'-0"BLDG CORNER77'-8 1/2"10'-0"
25'-0"
RTU
ROOF
HATCH
52'-11 1/2"
25'-0"25'-0"MONUMENT SIGN
PROPERTY LINE
Issues and Revisions:
Commission No:
Drawn by:
Checked by:
SHEET
1295 BANDANA BLVD N, SUITE 200
ST. PAUL, MN 55108-2735
(651) 642-9200 | FAX (651) 642-1101
www.popearch.com
POPE ARCHITECTS, INC.NOT FOR CONSTRUCTION0"1/2"1"
TRUE SHEET SCALE
6/25/2018 10:36:46 AM
C:\Revit Projects\83537-18027-Workshared (R18)_dolson.rvt
A1.1
ARCHITECTURAL
SITE PLAN
JW
DO
83537-18027
Wings Financial -
Lakeville
Lakeville, MN
1 CITY SUBMITTAL 05-02-18
1" = 20'-0"A1.1
1 SITE PLAN
NORTH
N
LOUCKS
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
LOUCKS PROJECT NO. 17590.00
NOT FOR CONSTRUCTION3/26/2018 10:54:28 AM
C:\Revit Projects\83537-18017-Workshared-R18_dolson.rvt
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING
UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR
SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48
HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS,
PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
WARNING
GENERAL NOTES
CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL
INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS
RELATING TO THE NATURE AND SCOPE OF WORK.
VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE
ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES
WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE
PROJECT'S LAYOUT.
ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND
REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED.
CONTRACTOR SHALL PROTECT ALL EXISTING ROADS,
CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING
PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED
AT NO COST TO THE OWNER.
CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL
UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE
NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION /
MATERIAL INSTALLATION BEGINS (MINIMUM 10' - 0" CLEARANCE).
ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO
NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO
REMAIN.
EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND
OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED
TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY
ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND
NOTIFY LANDSCAPE ARCHITECT OF SAME.
THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS
AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED
TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO
MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN
ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT.
LANDSCAPE INSTALLATION
COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING
INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE.
NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND
CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.
WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD SHALL
BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC.
SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD
SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE
STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE
SWALES, THE SOD SHALL BE STAKED TO THE GROUND.
ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF
THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN
ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL
SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED MINIMUM
SHRUB HEIGHT OR WIDTH. ORNAMENTAL TREES SHALL HAVE NO
V-CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3'
ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN
BRANCHING NO LOWER THAN 5' ABOVE FINISHED GRADE.
ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE
SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL
FORM, NATURAL TO THE SPECIES, WITHOUT PRUNING.
PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN
QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES.
NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS
APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE
LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID
AND/OR QUOTATION.
ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN
ON PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT
MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE
ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED.
ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH
A 27-3-3 SLOW RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOIL
PER THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED
FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF
GRANULAR 27-3-3 AT 6 OZ PER 2.5" CALIPER PER TREE AND 3 OZ PER
SHRUB WITH AN ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING
SPRING IN THE TREE SAUCER.
ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS,
ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF 12" DEPTH OF
PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS
PEAT OR MANURE AND 10 PARTS SAND.
ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL
FLAGGING AND LABELS FROM PLANTS.
WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER
IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY,
WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE.
WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND
REMOVE ALL WRAPPING AFTER 5-1.
COMMERCIAL GRADE 5" BLACK POLY EDGER TO BE USED TO CONTAIN
SHRUBS, PERENNIALS, AND ANNUALS WHERE BED MEETS SOD/SEED
UNLESS NOTED OTHERWISE.
MULCH SHALL BE CLEAN SHREDDED HARDWOOD MULCH WITH
UNIFORM PIECE SIZE. ALL ANNUAL AND PERENNIAL BEDS TO RECIEVE
3" OF MULCH WITH NO WEED BARRIER. ALL SHRUB BED MASSINGS TO
RECEIVE 3" DEEP MULCH WTH A FIBER MAT WEED BARRIER. ALL TREES
NOT IN PLANTING BEDS TO RECEIVE 4" DEEP MULCH WITH NO MULCH
IN DIRECT CONTACT WITH TREE TRUNK.
SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER
MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS.
MAINTENANCE STRIPS TO HAVE EDGER AND MULCH AS
SPECIFIED/INDICATED ON DRAWING OR IN SPECIFICATION.
ROCK MULCH SHALL BE 1"-1-1/2" GREY TRAP ROCK, 4" DEEP OVER A
FIBER MAT WEED BARRIER.
IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY
DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY
OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT
ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE
DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT
PRIOR TO PROCUREMENT AND/OR INSTALLATION.
CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER
ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE
IMPROVEMENTS.
CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL
NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE.
ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO
OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A
MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED
TO, PRUNING, FERTILIZATION AND DISEASE/PEST CONTROL.
CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH
ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE.
WARRANTY (ONE FULL GROWING SEASON) FOR LANDSCAPE
MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE
LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL
LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE
CONSIDERED.
UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING
PLANT MATERIAL INSTALLATION AND SOD PLACEMENT IS FROM THE
TIME GROUND HAS THAWED TO JUNE 15.
FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 -
NOVEMBER 1. FALL CONIFEROUS PLANTING MAY OCCUR FROM
AUGUST 15 - OCTOBER 1 AND DECIDUOUS PLANTING FROM THE FIRST
FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT
RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING
BY THE LANDSCAPE ARCHITECT.
LANDSCAPE CONTRACTOR SHALL ESTABLISH TO HIS SATISFACTION
THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO
ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE.
IRRIGATION NOTES
PROPOSED IRRIGATION PLAN SHALL INCLUDE ALL SODDED AND
PLANTINGS WITHIN THE PORPERTY BOUNDARY.
LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE
SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY
THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR
INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTOR'S
RESPONSIBILITY TO INSURE THAT ALL SODDED AND PLANTED AREAS
ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY
AROUND AND ABUTTING BUILDING FOUNDATION.
THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN
IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE
CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS.
IRRIGATION SYSTEM SHALL NOT ACROSS PAVEMENT. THE SYSTEM
SHALL INCORPORATE A RAIN SENSOR INTO IRRIGATION SYSTEM IF A
RAIN SYSTEM IS NOT ALREADY INSTALLED ON THE EXISTING SYSTEM.
GROUNDCOVER LEGEND
SOD / TOPSOIL - SEE NOTES
LANDSCAPE LEGEND
OVERSTORY TREES
ORNAMENTAL TREES
CONIFEROUS SHRUBS
DECIDUOUS SHRUBS
GRASSES / PERENNIALS
ROCK MULCH - 1-1/2" GREY TRAP ROCK
4" DEPTH
PERENNIAL PLANTING
SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"
SHRUB PLANTING DETAIL
SHRUBS TO BE PLACED SO THAT TOP OF
CONTAINER SITS FLUSH WITH PROPOSED GRADE.
MULCH - 3" DEPTH - SEE NOTES OR SPEC.
LANDSCAPE FABRIC - SEE NOTES OR SPEC.
EDGING MATERIAL - SEE NOTES OR SPEC.
EDGE VARIES - REFER TO PLAN
PLANTING SOIL - SEE NOTES OR SPEC.
LOOSEN ROOTS OF ALL CONTAINERIZED
PLANTS. SCARIFY BOTTOM AND SIDES OF HOLE
PRIOR TO PLANTINGBUILDING WALL(TYP)DECIDUOUS TREE PLANTING DETAIL
SCALE: 1/2" = 1'-0"
CONTRACTOR IS RESPONSIBLE FOR TESTING
PERCOLATION RATES PRIOR TO PLANTING.
NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF
POOR DRAINAGE EXISTS.
SET PLANT ON UNDISTURBED NATIVE SOIL
SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO
PLANTING
EDGE VARIES - SEE PLAN
MULCH - 4" DEEP. NO MULCH IN CONTACT
WITH TRUNK - SEE NOTES OR SPECS.
ROOT FLARE EVEN WITH OR JUST ABOVE GRADE.
TREE WRAP TO FIRST BRANCH
WATER TREE THOROUGHLY DURING PLANTING
OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS
AND SATURATE SOIL WITH WATER. DO NOT
COMPACT MORE THAN NECESSARY TO
MAINTAIN PLUMB.
CUT BACK WIRE BASKET
PRUNE DAMAGED AND CROSSING BRANCHES
AFTER PLANTING IS COMPLETE.
THE CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING ALL TREES IN A PLUMB POSITION
THROUGH THE WARRANTY PERIOD. STAKING IS
SUGGESTED, BUT NOT REQUIRED. ANY STAKING
MUST CONFORM WITH PRACTICES AS DEFINED
IN A.N.A. GUIDELINES FOR STANDARD
PRACTICES
BACKFILL WITH IN SITU TOPSOIL
CONIFEROUS TREE PLANTING DETAIL
SCALE: 1/2" = 1'-0"
THE CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING ALL TREES IN A PLUMB POSITION
THROUGH THE WARRANTY PERIOD. STAKING IS
SUGGESTED, BUT NOT REQUIRED. ANY STAKING
MUST CONFORM WITH PRACTICES AS DEFINED
IN A.N.A. GUIDELINES FOR STANDARD
PRACTICES.
PRUNE ANY DAMAGED BRANCHES AFTER
PLANTING IS COMPLETE.
BACKFILL WITH IN SITU TOPSOIL
EDGE VARIES - SEE PLAN
CONTRACTOR IS RESPONSIBLE FOR TESTING
PERCOLATION RATES PRIOR TO PLANTING.
NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF
POOR DRAINAGE EXISTS.
ROOT BALL SET ON UNDISTURBED SUBGRADE
SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO
PLANTING
WATER TREE THOROUGHLY DURING PLANTING
OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS
AND SATURATE SOIL WITH WATER. DO NOT
COMPACT MORE THAN NECESSARY TO
MAINTAIN PLUMB.
MULCH - 4" DEEP - SEE NOTES OR SPECS.
MULCH MUST NOT BE IN CONTACT WITH TRUNK.BUILDING WALL(TYP)MULCH - 3" MIN. DEPTH -
SEE NOTES OR SPECS.
PROPERTY BOUNDARY
2-1/2" CAL B.B.AUTUMN BLAZE MAPLE Acer x freemanii 'Jeffersred'
QUAKING ASPEN Populus tremuloides 2-1/2" CAL B.B.
2-1/2" CAL B.B.COMMON HACKBERRY Celtis occidentalis
AB
QU
CH
PLANT LIST
IMPERIAL HONEYLOCUSTIH
SIZECOMMON NAME SCIENTIFIC NAMEQTYKEY COMMENTS
2-1/2" CAL B.B.Gleditsia triacanthos inermis 'Impcole'
OVERSTORY TREES - 15 TOTAL
7
4
1
3
H 50-60' W 40'
H 40-60' W 20-30'
H 50-75' W 50'
H 30-35' W 30-35'
TOR SPIREA Spirea betulifolia 'Tor'TS #5 CONT
ROYAL STANDARD HOSTA Hosta 'Royal Standard'RH #1 CONT
NEON FLASH SPIREA Spirea japonica 'Neon Flash'NF #5 CONT
KARL FOERSTER GRASS Calamagrostis aculiflora 'Karl Foerster'KF #1 CONT
8
13
12
19
PARDON ME DAYLILY Hemerocallis 'Pardon Me'PM #1 CONT12
24" O.C.
24" O.C.
18" O.C.
TAUNTON YEW Taunton x media 'Taunton'TY #5 CONT3
SCANDIA JUNIPER Juniperus sabina 'Scandia'SJ #5 CONT18 H 18" W 3-5'
H 3' W 3-4'
DWARF EUROPEAN VIBURNUM Viburnum opulus 'Nanum'DV #5 CONT28
H 3' W 3-5'
H 3' W 3'
H 24" W 2-3'
STELLA DE ORO DAYLILY Hemerocallis 'Stella de Oro'SD #1 CONT66 24" O.C.
GRASSES / PERENNIALS - 109 TOTAL
DECIDUOUS SHRUBS - 49 TOTAL
CONIFEROUS SHRUBS - 21 TOTAL
PROPERTY BOUNDARY
PROPERTY BOUNDARYPROPERTY BOUNDARYRETAINING WALL
SEE CIVIL
BLACK HILLS SPRUCE Picea pungensBH 6' HT.2 H 30-40' W 20-30''
CONIFEROUS TREES - 22 TOTAL
DAKOTA GOLDRUSH POTENTILLA Potentilla fruiticosa 'Absaraka'DP #5 CONT16
IROQUOIS BEAUTY CHOKEBERRY Aronia melanocarpa 'Morton'CB #5 CONT24
H 3' W 4'
H 3-4' W 3-5'
EDGING
EDGING EDGING EDGING
EDGINGEDGINGEDGING
EXTERIOR MATERIAL FINISH SCHEDULE
MATERIAL ID MATERIAL MANUFACTURER FINISH COLOR LOCATION
CSTN - 1
MP - 1
MP - 2
FLASH - 1
AFS FLASH - 1
STONE VENEER BASE
METAL PANEL
METAL PANEL
CAP FLASHING
WINDOW SILL
FLASHING
ALUMINUM WINDOW
FRAMESAFS-1
BRICK-1 FACE BRICK
NOTE:
THE "BASIS OF DESIGN" MATERIALS FOR THE PROJECT ARE LISTED ON THE SCHEDULE ABOVE. SEE SPECIFICATIONS FOR
ADDITIONAL MATERIAL INFORMATION AND OTHER APPROVE D SUBSTITUTIONS.
KAWNEER CLEAR ANODIZED ALUMINUM 2-1/2" x 7-1/2" CURTAIN WALL
ALUMINUM WINDOW
FRAMESAFS-2 KAWNEER CLEAR ANODIZED ALUMINUM 2" x 4-1/2" STOREFRONT
PACCLAD KYNAR 500 CURTAIN WALL AND STOREFRONT SILLS
PACCLAD KYNAR 500 WEATHERED ZINC PARAPET CAP AT BRICK-1
SOUIX CITY BRICK XXXX OXFORD GRAY VELOUR NORTH, WEST, AND SOUTH OFFICE
AMERICAN ARTSTONE SMOOTH 103-03 MAE GRADE SILLS
VITRABOND PVDF KYNAR 500 FAUX ZINC CHARCOAL VB5260 NORTH, EAST, AND SOUTH BOXES
PACCLAD KYNAR 500 WEATHERED ZINC SOUTH AND WEST STOREFRONT INFILL
MP - 3
PACCLAD KYNAR 500 SLATE BLUE SOUTHEAST SIGNAGE FIN
XXXX
XXXX
RS-1 STANDING SEAM
METAL ROOF PACCLAD KYNAR 500 WEATHERED ZINC EAST ROOF
SILVERSMITH
METAL PANEL
OWNER APPROVAL OF EXTERIOR DESIGN AND MATERIALS:
SCHEMATIC DESIGN PHASE:
OWNER SIGNATURE:DATE:
DESIGN DEVELOPMENT PHASE:
OWNER SIGNATURE:DATE:
CONSTRUCTION DOCUMENT PHASE:
OWNER SIGNATURE:DATE:
CONSTRUCTION ADMIN. PHASE:
OWNER SIGNATURE:DATE:
FIRST FLOOR
100'-0"
T.O. PARAPET
116'-8"
T.O. FOOTING
96'-0"
T.O. FIN SIGN
132'-0"
T.O. MTL PNL
112'-0"
MP-3
AFS-1
CSTN-1
RS-1
RTU
FLASH-1
MP-1
BRICK-1
MP-2
AFS FLASH-1
AFS-2
CSTN-1
AFS-1MP-1
T.O. SIGN
128'-0"
T.O. MASONRY
108'-8"T.O. RS-125'-9"11'-0"7'-0"53 S.F.
SIGN AREA
60 S.F.
SIGN AREA
FIRST FLOOR
100'-0"
T.O. PARAPET
116'-8"
T.O. FOOTING
96'-0"
T.O. FIN SIGN
132'-0"
T.O. MTL PNL
112'-0"
MP-3
RS-1
FLASH-1
BRICK-1
MP-1
AFS-1
CSTN-1
MP-1
FIRST FLOOR
100'-0"
T.O. PARAPET
116'-8"
T.O. FOOTING
96'-0"
T.O. FIN SIGN
132'-0"
T.O. MTL PNL
112'-0"
FLASH-1
BRICK-1
MP-1
RTU
RS-1 MP-3
MP-1
AFS-1
CSTN-1
MP-1
CSTN-1 25'-9"53 S.F.
SIGN AREA
FIRST FLOOR
100'-0"
T.O. PARAPET
116'-8"
T.O. FIN SIGN
132'-0"
T.O. MTL PNL
112'-0"
FLASH-1
BRICK-1
MP-2
AFS FLASH-1
RS-1
MP-3
AFS-2
MP-1
Issues and Revisions:
Commission No:
Drawn by:
Checked by:
SHEET
1295 BANDANA BLVD N, SUITE 200
ST. PAUL, MN 55108-2735
(651) 642-9200 | FAX (651) 642-1101
www.popearch.com
POPE ARCHITECTS, INC.NOT FOR CONSTRUCTION0"1/2"1"
TRUE SHEET SCALE
6/25/2018 10:35:54 AM
C:\Revit Projects\83537-18027-Workshared (R18)_dolson.rvt
A3.1
EXTERIOR
ELEVATIONS,
EXTERIOR MATERIAL
FINISH SCHEDULE
JW
DO
83537-18027
Wings Financial -
Lakeville
Lakeville, MN
1 CITY SUBMITTAL 05-02-18
OXFORD GREY VELOUR
BRICK-1
FAUX ZINC CHARCOAL
MP-1
WEATHERED ZINC
MP-2
FLASH-1
RS-1
CLEAR ANODIZED ALUMINUM
AFS-1
AFS-2
SILVERSMITH
AFS FLASH-1
SLATE BLUE
MP-3
ARCHITECTURAL PRECAST
CSTN-1
1/8" = 1'-0"A3.1
1 SOUTH BUILDING ELEVATION
1/8" = 1'-0"A3.1
4 WEST BUILDING ELEVATION
1/8" = 1'-0"A3.1
2 NORTH BUILDING ELEVATION
1/8" = 1'-0"A3.1
3 EAST BUILDING ELEVATION
A3.1
5 SOUTHWEST PERSPECTIVE
A3.1
6 SOUTHEAST PERSPECTIVE
A3.1
7 NORTHWEST PERSPECTIVE
3601 Thurston Avenue
Anoka, MN 55303
763.231.5840
TPC@PlanningCo.com
1
MEMORANDUM
TO: Daryl Morey
FROM: D. Daniel Licht, AICP
DATE: 31 May 2018
RE: Lakeville – SBFC 5th Addition (Wings Financial)
TPC FILE: 135.01
BACKGROUND
Wings Financial Credit Union is proposing to develop a 3,992 square foot bank to be platted as
Lot 1, Block 1, Spirit of Brandtjen Farm Commercial (SBFC) 5th Addition. The proposed plat is
adjacent to the intersection of 160th Street (CSAH 46) and Pilot Knob Road (CSAH 31). The
subject site is zoned PUD, Planned Unit Development District as approved by the City Council
on 20 June 2005. The proposed development requires consideration of applications for
approval of a PUD Development Stage Plan, preliminary plat, final plat, and vacation of existing
drainage and utility easements. A public hearing to consider the applications has been noticed
for the Planning Commission meeting on 7 June 2018.
Exhibits:
A. Site location map
B. SBF Land Use Plan
C. Preliminary Plat
D. Final Plat
E. Easement Vacation Sketch
F. Site Plan
G. Grading & Drainage Plan
H. Utility Plan
I. Landscape Plan
J. Photometric Plan
K. Building Floor Plan
L. Exterior Elevation Plan
2
ANALYSIS
SBF Land Use Plan. The SBF Land Use Plan guides the subject site for mixed use development
based on the uses allowed in the O-R District and C-3 District. An amendment to the SBF PUD
Booklet was approved in 2010 to allow for development of a broader range of retail, office, and
service uses within this area of SBF. Banks are an allowed use within this area of SBF.
Surrounding Uses. The table below summarizes the existing and planned land uses
surrounding the subject site. The proposed bank use will be compatible with and
complementary to surrounding land uses.
Direction Land Use Plan Zoning Map Existing Use
North -- -- 160th St. (CSAH 46)
East Mixed Use SBF PUD District Undeveloped
South Mixed Use SBF PUD District Office/retail
West -- -- Pilot Knob Rd. (CSAH 31)
Building Design. The submitted plans detail proposed architectural design and exterior
materials for the building. Section 11-17-9.D.1 of the Zoning Ordinance requires the building to
utilize a minimum of three Grade A materials listed in Section 11-17-9.B of the Zoning
Ordinance or brick for a minimum of 65 percent of the area of the building elevation. The
remaining building materials may be Grade B or C as defined in Section 11-17-9.B of the Zoning
Ordinance for up to 35 percent of the wall area, or Grade D materials for up to 10 percent of
the wall area. The building utilizes brick and extensive glass with metal framing on all
elevations for a modern appearance that complies with the requirements of the Zoning
Ordinance.
Landscaping. A landscape plan has been submitted as required by Section 11-21-9.B and C of
the Zoning Ordinance that provides for shade trees at the perimeter of the site, the building
foundation, and parking lot islands. Shrubs are also proposed at the building foundation,
parking islands, and surrounding the proposed freestanding sign. Tall growing shrubs should be
added in the yards abutting Pilot Knob Road (CSAH 31) and 160th Street (CSAH 46) for a
consistent streetscape similar in character to that installed for the HyVee convenience store
and car wash uses, multiple tenant buildings, Freddy’s convenience food, and medical office to
the south of the subject site. The sizes of proposed plantings comply with the requirements of
Section 11-21-9.C.1 of the Zoning Ordinance.
Lot Requirements. The SBF PUD District does not require minimum area or width for lots being
platted. A 30 foot setback for buildings and a 15 foot setback for parking from public rights-of-
way is required at the perimeter of the PUD District. A 50 foot building setback and 25 foot
reserve area is required from 160th Street (CSAH 46) and Pilot Knob Road (CSAH 31) to allow for
a future interchange. The proposed building and parking area comply with the lot
requirements and setbacks of the SBF PUD District.
3
Access. Lot 1, Block 1 is accessed via a shared private drive constructed along the west side of
the Hy-Vee grocery store parking lot extending north from 162nd Street that is within an
ingress/egress easement extending to the north line of the subject site.
Trails/Sidewalks. There is an existing trail along Pilot Knob Road (CSAH 31) and a future trail
planned along 160th Street (CSAH 46). The change in elevation from the subject site to the area
adjacent to the roadways preclude pedestrian connections from these trails to the subject site.
A sidewalk is provided within the site from the front of the building to the southeast corner of
the lot to connect with the sidewalk along the north side of the east-west private drive that
extends to Elmhurst Lane and connecting to the sidewalk along the west side of the north-
south private drive that extends to 162nd Street.
Off-Street Parking. The table below summarizes off-street parking requirements of Section
11-19-13 of the Zoning Ordinance for the proposed use.
Use Area Requirement Required
Bank Office 3,992sf. 1 stall/200sf. (net) 18
The site plan provides 31 parking stalls, which is 13 stalls more than required by the Zoning
Ordinance based on the area of the principal building identified on the architectural plans.
The parking stalls are designed to be 9 feet wide by 18 feet deep with a two foot overhang
accessed by 24 foot wide drive aisles for two-way traffic. The parking area is surfaced with
asphalt surrounded by concrete curb and gutter. The design of the parking area complies with
the requirements of Section 11-19-7.I of the Zoning Ordinance.
Drive Through. The site plan includes a drive through on the north elevation of the building
with a deposit box on the building and an ATM on the north lane. The drive through is accessed
from the main parking area by a one-way drive-aisle in a counter clockwise direction to allow
for vehicle stacking. The two service windows have space for three vehicles in each lane. There
is also a bypass lane to the north of the ATM lane.
Signs. The architectural plans indicate signage to be installed on the building as well as a
freestanding sign at the northwest corner of the lot. The site is subject to the sign allowances
for uses within the C-3 District established by Section 11-23-19.E of the Zoning Ordinance and
require a sign permit issued by the Zoning Administrator. The proposed signs on the building
include a 100 square foot sign on the north and south elevations, a 53 square foot sign on the
east building elevation and 60 square foot signs on each side of an architectural element that
extends from the base of the building extending through the roof an additional six feet. The
proposed building is allowed only two wall signs on any two exterior elevations. Three of the
five proposed wall signs must be removed from the plans.
The proposed freestanding sign is a monument structure measuring 31 feet in height above
grade that includes integral space for a 60 square foot sign element. The area of the proposed
4
freestanding sign is consistent with the allowances for uses within the C-3 District established
by Section 11-23-19.E.1.a of the Zoning Ordinance. As the site is approximately eight feet
below the elevation at the centerline of Pilot Knob Road, the height of the sign may be
increased by up to 10 feet to be not more than 20 feet above the elevation at the centerline of
Pilot Knob Road in accordance with Section 11-23-15.M.1.b of the Zoning Ordinance. The
height of the proposed freestanding sign must be reduced to 28 feet to comply with this
provision of the Zoning Ordinance. The location of the proposed freestanding sign encroaches
into the reserve areas for future expansion of Pilot Knob Road (CSAH 31) and 160th Street (CSAH
46); the sign must be relocated west and south to be outside of the reserve areas.
Waste Enclosure. The submitted plans do not indicate details for an exterior waste container
enclosure. The submitted floorplan also does not show space within the principal building for
trash/recycling. Section 11-18-11.B of the Zoning Ordinance requires an enclosure for any
exterior trash or recycling containers that must be constructed materials consistent with those
used on the principal building.
Lighting Plan. The developer has submitted an exterior lighting plan indicating the location
and illumination pattern of proposed exterior lighting. The illumination pattern of the
proposed exterior lighting mounted on 30 foot poles with a 90 degree horizontal cut-off
complies with the requirements of Section 11-16-17 of the Zoning Ordinance.
Utility Plan. The applicant has submitted a concept utility plan for extension of public utilities
to serve the proposed lot that are subject to review and approval by the City Engineer.
Grading Plan. The applicant has submitted a concept grading plan for the proposed SBFC 5th
Addition. All grading, drainage, and erosion control issues are subject to review and approval
by the City Engineer.
Easements. Section 10-4-4 of the Subdivision Ordinance requires a 10 foot wide drainage and
utility easement at the perimeter of all lots. Existing drainage and utility easements dedicated
with SBFC 1st Addition over the entire parcel will be vacated. New easements are shown to be
dedicated on the SBFC 5th Addition final plat at the perimeter of the lot. All utility easements
are subject to review and approval of the City Engineer.
Park Dedication. Lot 1, Block 1 is subject to park dedication requirements at the time of final
plat approval. The park dedication requirements will be met as a cash fee in lieu of land at
$5,400 per acre for commercial uses in accordance with the SBF Development Agreement. Lot
1, Block 1 has a proposed area of 1.18 acres, which equates to a park dedication fee in lieu of
land of $6,372.
Development Agreement. The developer is required to enter into a development agreement
with the City for the public and private improvements, payment of applicable fees, and posting
of required securities in accordance with Section 10-5-1 of the Subdivision Ordinance. The
5
development agreement will be drafted by the City Attorney. The developer is required to
execute the development agreement prior to City Council approval of the final plat.
CONCLUSION
The proposed PUD Development Stage Plan for Wings Financial and the related applications for
preliminary and final plat approval of Spirit of Brandtjen Farm Commercial 5th Addition is
consistent with the SBF Land Use Plan and the requirements of the SBF PUD District, Zoning
Ordinance, and Subdivision Ordinance. City staff and our office recommend approval of the
applications subject to the following conditions:
1. The landscape plan shall be revised to provide for planting shrubs in the yards in the
yards abutting Pilot Knob Road (CSAH 31) and 160th Street (CSAH 46) similar in character
to that installed for adjacent uses in SBFC.
2. The submitted plans for signs shall be revised as follows:
a. Three of the five proposed wall signs shall be removed.
b. The proposed freestanding sign shall be revised to not exceed 28 feet in height
as allowed by Section 11-23-15.M.1.b of the Zoning Ordinance.
c. The proposed freestanding sign shall not encroach into the reserve areas for
Pilot Knob Road (CSAH 31) and 160th Street (CSAH 46).
d. All signs require issuance of a sign permit by the City.
3. Any outdoor storage of waste containers shall comply with Section 11-18-11.B of the
Zoning Ordinance.
4. All utility plans are subject to review and approval of the City Engineer.
5. All grading, drainage, and erosion control plans are subject to review and approval of
the City Engineer.
6. All easements are subject to review and approval of the City Engineer.
7. The developer shall pay $6,372 as a cash fee in lieu of land for park dedication
requirements in accordance with the SBF Master Development Agreement.
8. The developer shall execute a development agreement with the City in accordance with
Section 10-5-1 of the Subdivision Ordinance prior to City Council approval of the final
plat.
6
c. Justin Miller, City Administrator
Alex Jordan, Assistant City Engineer
John Hennen, Parks and Recreation Director
Andrea McDowell-Poehler, City Attorney
Commercial Commercial/
6-10 units/acre 6-10 units/acre
2-4 units/acre 4-6 units/acre
2-4 units/acre
2-4 units/acre
6-10 units/acre
This site plan is a conceptual drawing and merely an artist rendition used for illustrative purposes and may not reflect actual measurements/alignment.
See New Home Consultant for current pricing, features, amenities and lot availability. Copyright infringement could result in legal prosecution under federal copyright law.
East Lake Drive
E
a
s
t
L
a
k
e
T
r
a
i
lEast Lake DriveEarly Dawn Trail
167th Street West
Asterbilt Lane
167th St
r
e
e
t
W
e
s
t
168th St
r
e
e
t
W
e
s
t
Eagleview DriveEast
Lake
D
r
ive
Dynamic DriveDream LaneDrago
n
e
t
t
e
StreetevirD cimanyDHorse Court
Draft Horse Blvd
168th Street West
169th Street West etnomaiDhtaP etnomaiDnejtdnarBevirD mraF167th Street West htaP dnomaiD erutuF170th Street Draft Horse BlvdhtaP etnomaiDEagleview
D
r
i
v
eliarT nairtseuqEyaW yovnEdaoR bonK toliP160th Street West CR 46
Future
East Community Park
Draft
Way
Community
Woods
East Lake
Community
Trail way
Pedestrian Bridge
16972 Brandtjen Farm Drive
Lakeville, MN 55044
www.HOMESOFSPIRIT.com
952.322.8700
info@homesofspirit.com
EXHIBIT B
G
H
I
J
K
L
M
N OPQR
S
T
U
V
55
11
10
6-FT
CURB CUT
SCALE IN FEET
0 20 40
SURVEY LEGEND
SPOT ELEVATION
GATE VALVE
SIGN
LIGHT POLE
SANITARY MANHOLE
HYDRANT
STORM MANHOLE
CATCH BASIN
CONTOUR
CONCRETE CURB
STORM SEWER
SANITARY SEWER
WATERMAIN
UNDERGROUND ELECTRIC
CONCRETE
TELEPHONE PEDESTAL
UNDERGROUND GAS
SANITARY SEWER SERVICE
WATER SERVICE
GAS VALVE
GUARD POST
N
TOP OF CURBTC
FOUND IRON MONUMENT RESTRICTED ACCESS
FOUND PK NAIL
TOP NUT HYDRANTTNH
12 SCHEDULE B II ITEM NO.
LOUCKS
W:\2017\17590\CADD DATA\SURVEY\S17590-PPLATPlotted: 06 /01 / 2018 9:35 AM7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
SUBMITTAL/REVISIONS
PROFESSIONAL SIGNATURE
QUALITY CONTROL
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
CADD QUALIFICATION
SPIRIT OF
BRANDTJEN
FARM
COMMERCIAL
5TH ADDITION
LAKEVILLE, MINNESOTA
WINGS FINANCIAL
14985 GLAZIER AVENUE
APPLE VALLEY, MINNESOTA 55124
License No.
Date
I hereby certify that this survey, plan or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Land Surveyor under the laws of
the State of Minnesota.
VICINITY MAP
Field Crew
Max L. Stanislowski - PLS
48988
Project Lead
Drawn By
Checked By
Loucks Project No.17590
MLS
BJY
MLS
BS-BP
02/05/18
02/05/18 PRELIMINARY PLAT ISSUED
03/13/18 PRELIMINARY PLAT REVISED
06/01/18 ADDED D & U EASEMENT
PRELIMINARY
PLAT
1 OF 1
SITE
PRELIMINARY PLAT GENERAL NOTES
SURVEYOR:OWNER/DEVELOPER:
Loucks Associates, Inc.Wings Financial Credit Union
7200 Hemlock Lane, Suite 300 14985 Glazier Avenue, Apple Valley, Minnesota 55124
763-424-5505
LEGAL DESCRIPTION:
That part of Outlot A, SPIRIT OF BRANDTJEN FARM COMMERCIAL 1ST ADDITION, Dakota County, Minnesota, described as follows:
Commencing at the southwest corner of said Outlot A; thence on an assumed bearing of South 89 degrees 52 minutes 40 seconds East, along the south line
of said Outlot A, 275.03 feet to an east line of said Outlot A; thence North 00 degrees 07 minutes 20 seconds East, along said east line and its northerly
extension, 293.11 feet; thence North 00 degrees 05 minutes 57 seconds West 152.45 feet to the point of beginning of the land to be described; thence
North 89 degrees 52 minutes 40 seconds West 276.91 feet to the west line of said Outlot A; thence North 00 degrees 13 minutes 24 seconds West, along
said west line, 184.81 feet to the northwest corner of said Outlot A; thence North 89 degrees 53 minutes 13 seconds East, along the north line of said
Outlot A, 277.31 feet to the intersection of a line bearing North 00 degrees 05 minutes 57 seconds West from the point of beginning; thence South 00
degrees 05 minutes 57 seconds East 185.94 feet to the point of beginning.
Dakota County, Minnesota
Abstract Property
(To be platted as Lot 1, Block 1, SPIRIT OF BRANDTJEN FARM COMMERCIAL 5TH ADDITION, Dakota County, Minnesota)
DATE OF PREPARATION:
01/24/18
BENCHMARK:
Benchmark: TNH on the south side of 158th Street West, and the east side of Emperor Avenue. Elevation = 938.42 (city datum)
Site Benchmark: TNH on the east side of parking lot, 300± ft. east of easterly edge of Pilot Knob Road, and 394± ft. south of the southerly edge of
160th Street W. Elevation = 949.20 (city datum)
EXISTING ZONING:
Zone PUD (Planned Unit Development)
PROPOSED ZONING:
Zone PUD (Planned Unit Development)
PROPOSED BUILDING SETBACKS:
See development plan.
AREAS:
Proposed Lot Area = 51,369 +/- Sq.Ft. or 1.18 +/- Acres
FLOOD ZONE DESIGNATION:
This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map No.
27037C0208E, Community Panel No. 2701070208E, effective date of December 2, 2011.
NOTE:
`This drawing purports to show proposed building and parking.
EXHIBIT C
LOUCKS
KNOW ALL PERSONS BY THESE PRESENTS: That Wings Financial Credit Union, a Minnesota chartered credit union, fee owner, of the following described property situated in
the County of Dakota, State of Minnesota, to wit:
That part of Outlot A, SPIRIT OF BRANDTJEN FARM COMMERCIAL 1ST ADDITION, Dakota County, Minnesota, described as follows:
Commencing at the southwest corner of said Outlot A; thence on an assumed bearing of South 89 degrees 52 minutes 40 seconds East, along the south line of said Outlot A,
275.03 feet to an east line of said Outlot A; thence North 00 degrees 07 minutes 20 seconds East, along said east line and its northerly extension, 293.11 feet; thence North
00 degrees 05 minutes 57 seconds West 152.45 feet to the point of beginning of the land to be described; thence North 89 degrees 52 minutes 40 seconds West 276.91
feet to the west line of said Outlot A; thence North 00 degrees 13 minutes 24 seconds West, along said west line, 184.81 feet to the northwest corner of said Outlot A;
thence North 89 degrees 53 minutes 13 seconds East, along the north line of said Outlot A, 277.31 feet to the intersection of a line bearing North 00 degrees 05 minutes 57
seconds West from the point of beginning; thence South 00 degrees 05 minutes 57 seconds East 185.94 feet to the point of beginning.
Has caused the same to be surveyed and platted as SPIRIT OF BRANDTJEN FARM COMMERCIAL 5TH ADDITION, and does hereby dedicate to the public for public use the
drainage and utility easements as created by this plat.
In witness whereof said Wings Financial Credit Union, a Minnesota chartered credit union, has caused these presents to be signed by its proper officer this _______ day of
_________________, 20___.
WINGS FINANCIAL CREDIT UNION
SIGNED:, as
STATE OF MINNESOTA
COUNTY OF
The foregoing instrument was acknowledged before me this day of , 20 , by ,
as of Wings Financial Credit Union, a Minnesota chartered credit union.
Notary Public, County, Minnesota Notary Printed Name
My Commission Expires
I, Max L. Stanislowski, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that
this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat
have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this
certificate are shown and labeled on this Plat; and all public ways are shown and labeled on this plat.
Dated this day of , 20 .
Max L. Stanislowski, Licensed Land Surveyor
Minnesota License No. 48988
STATE OF MINNESOTA
COUNTY OF
The foregoing instrument was acknowledged before me this day of , 20 , by Max L. Stanislowski, a Licensed Land Surveyor.
Notary Public, County, Minnesota Notary Printed Name
My Commission Expires
CITY COUNCIL
This plat was approved by the City Council of Lakeville, Minnesota, this day of , 20 , and hereby certifies compliance with all requirements as set
forth in Minnesota Statutes, Section 505.03, Subdivision 2.
By: Mayor By: Clerk
COUNTY SURVEYOR
I hereby certify that in accordance with Minnesota Statutes Section 505.021 Subd. 11, this plat has been reviewed and approved this day of , 20 .
By: Todd B. Tollefson, Dakota County Surveyor
DEPARTMENT OF PROPERTY TAXATION AND RECORDS
Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20____ on the land hereinbefore described have been paid. Also, pursuant to Minnesota
Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of , 20 .
By: , Director, Department of Property Taxation and Records.
COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA
I hereby certify that the within plat of SPIRIT OF BRANDTJEN FARM COMMERCIAL 5TH ADDITION was file in the office of the County Recorder for public record on this
day of , 20 , at ______ o'clock ____ .M., and was duly filed in Book __________________ of Plats, Page __________ as Document Number
______________________.
By: County Recorder, Dakota County , Minnesota
SCALE IN FEET
0 30 60
N SITE
VICINITY MAP
S.E.1/4N.E.1/4S.W.1/4
N.W.1/4
N
1
CSAH NO. 46 (160TH ST. W)CSAH NO. 31 (PILOT KNOB RD.)EXHIBIT D
C
EXHIBIT
LOUCKS
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
2017
W:\2017\17590\CADD DATA\SURVEY\_dwg Sheet Files\S17590-VACATIONSCALE IN FEET
0 40 80
N
License No.
Date
I hereby certify that this survey, plan or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Land Surveyor under the laws of
the State of Minnesota.
Max L. Stanislowski - PLS
48988
05/25/18
The Drainage & Utility Easements created by the plat of SPIRIT OF
BRANDTJEN FARM COMMERCIAL 1ST ADDITION, Dakota County,
Minnesota which lies within that part of Outlot A, SPIRIT OF
BRANDTJEN FARM COMMERCIAL 1ST ADDITION, Dakota County,
Minnesota, described as follows:
Commencing at the southwest corner of said Outlot A; thence on an
assumed bearing of South 89 degrees 52 minutes 40 seconds East,
along the south line of said Outlot A, 275.03 feet to an east line of
said Outlot A; thence North 00 degrees 07 minutes 20 seconds East,
along said east line and its northerly extension, 293.11 feet; thence
North 00 degrees 05 minutes 57 seconds West 152.45 feet to the
point of beginning of the land to be described; thence North 89
degrees 52 minutes 40 seconds West 276.91 feet to the west line of
said Outlot A; thence North 00 degrees 13 minutes 24 seconds West,
along said west line, 184.81 feet to the northwest corner of said
Outlot A; thence North 89 degrees 53 minutes 13 seconds East,
along the north line of said Outlot A, 277.31 feet to the intersection
of a line bearing North 00 degrees 05 minutes 57 seconds West from
the point of beginning; thence South 00 degrees 05 minutes 57
seconds East 185.94 feet to the point of beginning.
May 25, 2018
PROPOSED EASEMENT
VACATION DESCRIPTION
EXHIBIT E
A)SITE INFORMATION HAS BEEN TAKEN FROM A SITE SURVEY PREPARED BY LOUCKS ENGINEERING,
7200 HEMLOCK LANE, SUITE 300, MAPLE GROVE, MN 55369 DATED JANUARY 16, 2018. GENERAL
CONTRACTOR IS TO VERIFY ALL SITE INFORMATION BEFORE STARTING CONSTRUCTION, AND NOTIFY
THE ARCHITECT IN WRITING OF ANY DISCREPANCIES.
B)REFER TO THE GENERAL NOTES FOR OTHER APPLICABLE INFORMATION.
SITE PLAN GENERAL NOTES
N89°52'40" 276.91 N0°05'57" 185.94N0°13'24"2 184.81160th STREET WEST
277.31
PILOT KNOB ROAD5'-6"5'-0"PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
CONC. STOOP,
SEE STRUCT.
BUILDING
LAYOUT POINT
LANDSCAPED AREA,
SEE LANDSCAPE PLAN
LANDSCAPED AREA,
SEE LANDSCAPE PLAN
LANDSCAPED
BED, SEE
LANDSCAPE PLAN
LANDSCAPED AREA,
SEE LANDSCAPE PLAN
LANDSCAPED
AREA, SEE
LANDSCAPE PLAN
MAIN ENTRANCE
CONC. WALKWAY,
SEE CIVIL
ADJACENT
PROPERTY
ADJACENT
PROPERTY
DASHED LINE
INDICATES
OUTSIDE FACE OF
BUILDING BELOW
PARKING
31 STALLS
CONC. STOOP,
SEE STRUCT.
DRAINAGE &
UTILITY EASEMENT
RESERVED AREA
PROPOSED
RESERVED AREA
DRAINAGE &
UTILITY EASEMENT
UTILITY EASEMENT
ACCESS EASEMENT
DRAINAGE &
UTILITY EASEMENT
TEMPORARY
HIGHWAY
EASEMENT
TEMPORARY
HIGHWAY EASEMENT
2-FT RETAINING
WALL, SEE CIVIL
CONC. STOOP,
SEE STRUCT.
11
5 5
10
20'-0"24'-0"18'-0"9'-0"9'-0"10'-0"20'-0"24'-0"18'-0"9'-0"
9'-0"
OFFICE
3,992 SF
BLDG CORNER
88'-0"47'-0"24'-0" 11'-0"
87'-4"
LANDSCAPED AREA,
SEE LANDSCAPE PLAN10'-0"25'-0"10'-0"
25'-0"
50'-0"
30'-0"
25'-0"25'-0"
15'-0" 15'-0"
50'-0"
30'-0"5'-0"BLDG CORNER77'-8 1/2"10'-0"
25'-0"
RTU
ROOF
HATCH
52'-11 1/2"
15'-0"15'-0"MONUMENT
SIGN
Issues and Revisions:
Commission No:
Drawn by:
Checked by:
SHEET
1295 BANDANA BLVD N, SUITE 200
ST. PAUL, MN 55108-2735
(651) 642-9200 | FAX (651) 642-1101
www.popearch.com
POPE ARCHITECTS, INC.NOT FOR CONSTRUCTION0"1/2"1"
TRUE SHEET SCALE
5/2/2018 1:28:43 PM
C:\Revit Projects\83537-18027-Workshared (R18)_dolson.rvt
A1.1
ARCHITECTURAL
SITE PLAN
JW
DO
83537-18027
Wings Financial -
Lakeville
Lakeville, MN
1 CITY SUBMITTAL 05-02-18
1" = 20'-0"A1.1
1 SITE PLAN
NORTHEXHIBIT F
OFFICE - 3,986 SF
FFE - 951.00
PARKING STALLS
1/200 SF REQUIRED = 20 STALLS
31 STALLS PROVIDED
948.48
950.29
951.48HI-PT
952.14 951949950
951.00
948.16
GL-950.79
950.50
950.50
HI-PT
951.82
950.47
950.97
950.15
949.62
950.42
949.74
950.22
950.30
949.83
950.29
949.91
HI-PT
949.26
950.43
GL-950.79
HI-PT
950.09
950.43
949.72
946.12
946.10
948.93 946.40
947.49
HI-PT
948.70
948.04
948.72949.06
949.83 2.6%
1.7%2.0%
4.4%
94
8
9
4
9 9499
5
0
950953
952
9
5
1
952
951
950950949947 947949948948947946950GL-950.29
GL-950.29
949.93 949.93
949.83
949.23
949.25
948.00
948.46
946.82
946.83
951.00
951.00
TC-950.79
TC-950.79
TC-950.79 TC-950.79
950.77
2.2%11.8%2.5%1.7%
4.8%2.4%4.8%3.
0
%
4.
4
%2.0%6-FT
CURB CUT
2.0%
TW=947.42
TW=950.06 TW=948.26
TW=946.61
GW=946.28
GW=947.09
TW=949.19
GW=946.75
3.6%1.5%
4.
3
%
946.18
945.98
2.7%PROPOSED RESERVED AREA
RESERVED AREA
DRAINAGE &
UTILITY EASEMENT
TEMPORARY
HIGHWAY
EASEMENT
TEMPORARY
HIGHWAY
EASEMENT
DRAINAGE &
UTILITY EASEMENT
UTILITY EASEMENT
ACCESS EASEMENT
DRAINAGE &
UTILITY EASEMENT
CURB TRANSITION
TIP OUT
GUTTER
TIP OUT
GUTTER
TIP OUT
GUTTER
TIP OUT
GUTTER
TIP OUT
GUTTER
TIP OUT
GUTTER
TIP OUT
GUTTEREOF
EOF
EOF
N
41352
VICKI VAN DELL - LICENSED ENGINEER
LOUCKS
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
LOUCKS PROJECT NO. 17590.00
I hereby certify that this plan,specification,or report was prepared by me
or under my direct supervision and that I am a duly Licensed Professional
Engineer under the laws of the State of Minnesota
Issues and Revisions:
Commission No:
Drawn by:
Checked by:
SHEET
1295 BANDANA BLVD N, SUITE 200ST. PAUL, MN 55108-2735(651) 642-9200 | FAX (651) 642-1101www.popearch.com
POPE ARCHITECTS, INC.NOT FOR CONSTRUCTION3/26/2018 10:54:28 AM
C:\Revit Projects\83537-18017-Workshared-R18_dolson.rvt
VJV
WBS/GAJ
83537-18017
1 CITY SUBMITTAL 05-02-18
Wings Financial
Credit Union
Lakeville Branch
Lakeville, MN
NOTE:
SPOT ELEVATIONS AT CURB LINES INDICATE BASE OF
CURB AND GUTTER LINE (I.E. FLOW LINE) ELEVATIONS
UNLESS OTHERWISE NOTED.
NOTE:
CATCH BASINS RIMS ARE 2 INCHES LOWER THAN FLOW
LINE ELEVATION.
GRADING NOTES
1. BACKGROUND INFORMATION IS BASED ON A FIELD SURVEY BY LOUCKS AND RECORD
UTILITY DRAWINGS FROM THE CITY. LOUCKS DOES NOT GUARANTEE THE ACCURACY OF
INFORMATION PROVIDED BY OTHERS.
2. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS
AND DIMENSIONS OF BUILDINGS, VESTIBULES, SLOPED PAVING, EXIT PORCHES, RAMPS,
TRUCK DOCKS, ENTRY LOCATIONS AND LOCATIONS OF DOWNSPOUTS.
3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY
DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS
PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO
ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASE OF THIS
PROJECT.
4. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE
CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE
JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE
PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURS.
5. BEFORE BEGINNING CONSTRUCTION THE CONTRACTOR SHALL INSTALL A TEMPORARY
ROCK ENTRANCE PAD AT ALL POINTS OF VEHICLE EXIT FROM THE PROJECT SITE. SAID
ROCK ENTRANCE PAD SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION
OF THE PROJECT.
6. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED AROUND
THE ENTIRE SITE PERIMETER AND IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS,
BEST MANAGEMENT PRACTICES, AND CITY REQUIREMENTS.
7. ALL SPOT ELEVATIONS SHOWN REPRESENT FINISHED SURFACE OR GUTTER LINE
ELEVATIONS UNLESS OTHERWISE NOTED.
8. CONTRACTOR TO VERIFY EXISTING INFORMATION PRIOR TO CONSTRUCTION AND NOTIFY
ENGINEER OF ANY PLAN DISCREPANCIES.
9. EXISTING UTILITY LOCATIONS AS-PER CITY AS-BUILT PLANS AND FIELD SHOTS.
10. SEE SHEET C3-2 FOR EROSION CONTROL INFORMATION.
11. GENERAL CONTRACTOR MUST VERIFY ALL TIE IN GRADES.
12. REFER TO GEOTECHNICAL REPORT FOR MORE INFORMATION.
13. ADA ACCESSIBLE ROUTE SHALL HAVE A 5.0% MAXIMUM SLOPE IN THE DIRECTION OF
TRAVEL AND A 2.0% MAXIMUM CROSS-SLOPE.
14. ACCESSIBLE STALLS, ACCESS AISLES AND 60" TURNING CIRCLES SHALL HAVE A 2.0%
MAXIMUM SLOPE IN ANY DIRECTION.
ABBREVIATION LEGEND
FFE=FINISHED FLOOR ELEVATION
TW=TOP OF RETAINING WALL
GW=GROUND AT FACE OF RETAINING WALL
HI-PT=HIGH POINT
LP=LOW POINT
TC=TOP OF CURB
GL=GUTTER LINE
LEGEND
EXISTING PROPOSED
X 800.0
800
X.XX%
TOPOGRAPHIC CONTOUR
SPOT ELEVATION
DRAINAGE SLOPE
STORM SEWER
STORM MANHOLE
CATCH BASIN
SANITARY SEWER
WATERMAIN
BENCHMARK
EMERGENCY OVERFLOW
CONSTRUCTION LIMITS
ADA ACCESSIBLE ROUTE
Gopher State One Call
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING
UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR
SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48
HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS,
PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
WARNING
GRADING & DRAINAGE
PLAN
EXHIBIT G
OFFICE - 3,986 SF
FFE - 951.00
PARKING STALLS
1/200 SF REQUIRED = 20 STALLS
31 STALLS PROVIDED
EXISTING 24" RCP @ 0.50% STORM
STUB INV-940.54
CONSTRUCT MH OVER EX. STUB
CBMH 5
RIM-946.46
INV W,N-941.14
INV S-940.54
8" PVC @ 0.40% SANITARY
STUB INV-934.53
CBMH 2
RIM-948.16
INV-944.76
165' 15" HDPE
@ 1.5%
CB 4
RIM-948.04
INV-944.54
69' 15" HDPE
@ 4.93%
124' 6" PVC SANITARY SERVICE @ 5.22%
STUB INV-943.0
SAMH 1
RIM-946.40
INV NW 936.53
INV-934.53
RELOCATE EX. HYDRANT
CONNECT TO EX. 6" PVC WM
140' 6" PVC WATER SERVICE
76' 15" HDPE
@ 1.50%
STMH 3
RIM-948.93
INV-942.28 CB 1
RIM-947.5
INV-945.33
57' 12" HDPE
@ 1.0%
6" 45° BEND
PROPOSED RESERVED AREA
RESERVED AREA
DRAINAGE &
UTILITY EASEMENT
TEMPORARY
HIGHWAY
EASEMENT
TEMPORARY
HIGHWAY
EASEMENT
DRAINAGE &
UTILITY EASEMENT
UTILITY EASEMENT
ACCESS EASEMENT
DRAINAGE &
UTILITY EASEMENT
N
41352
VICKI VAN DELL - LICENSED ENGINEER
LOUCKS
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
LOUCKS PROJECT NO. 17590.00
I hereby certify that this plan,specification,or report was prepared by me
or under my direct supervision and that I am a duly Licensed Professional
Engineer under the laws of the State of Minnesota
Issues and Revisions:
Commission No:
Drawn by:
Checked by:
SHEET
1295 BANDANA BLVD N, SUITE 200ST. PAUL, MN 55108-2735(651) 642-9200 | FAX (651) 642-1101www.popearch.com
POPE ARCHITECTS, INC.NOT FOR CONSTRUCTION3/26/2018 10:54:28 AM
C:\Revit Projects\83537-18017-Workshared-R18_dolson.rvt
VJV
WBS/GAJ
83537-18017
1 CITY SUBMITTAL 05-02-18
Wings Financial
Credit Union
Lakeville Branch
Lakeville, MN
Gopher State One Call
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING
UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR
SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48
HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS,
PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
WARNING
1. BACKGROUND INFORMATION IS BASED ON A FIELD SURVEY BY LOUCKS AND RECORD
UTILITY DRAWINGS FROM THE CITY. LOUCKS DOES NOT GUARANTEE THE ACCURACY OF
INFORMATION PROVIDED BY OTHERS.
2. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED
AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS, THE CITY AND THE
STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF
MINNESOTA (CEAM), 2013 EDITION. HDPE PIPE CONNECTIONS INTO ALL CONCRETE
STRUCTURES SHALL BE MADE WITH WATER TIGHT MATERIALS, UTILIZING AN A-LOK OR
WATERSTOP GASKET OR BOOT, CAST-IN-PLACE RUBBER BOOT, OR APPROVED EQUAL.
WHERE THE ALIGNMENT PRECLUDES THE USE OF THE ABOVE APPROVED WATERTIGHT
METHODS, CONSEAL 231 WATERSTOP SEALANT, OR APPROVED EQUAL WILL ONLY BE
ALLOWED AS APPROVED BY THE ENGINEER. ALL SANITARY SEWER MAIN LINE SHALL BE
SDR 35. ALL SANITARY SEWER SERVICES SHALL BE SDR 26.
3. SEE SHEETS C8-1 AND THE CONTRACT SPECIFICATIONS FOR SPECIFIC UTILITY DETAILS
AND UTILITY SERVICE DETAILS.
4. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL
PER THE REQUIREMENTS OF THE CITY. ALL COMPACTION SHALL BE PERFORMED PER THE
REQUIREMENTS OF THE CEAM SPECIFICATION.
5. THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48
HOURS PRIOR TO PERFORMING ANY EXCAVATION OR UNDERGROUND WORK.
6. ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THE PROPOSED
GRADES WHERE DISTURBED AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITY
OWNERS. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS
REQUIREMENTS FOR TRAFFIC LOADING.
7. PROPOSED PIPE MATERIALS:
7.1. WATER SERVICE 6" DIP CL 52 7.5' BURY DEPTH
7.2. SANITARY SERVICE 6" PVC SDR 26 SERVICE
8. STORM SEWER PIPE SHALL MEET OF EXCEED AASHTO M294 MINIMUM PIPE STIFFNESS PER
ASTM D2412 60PSI FOR 8"-18".
9. PROPOSED GAS, TELEPHONE & ELECTRIC SERVICES ARE APPROXIMATE LOCATIONS ONLY.
COORDINATE EACH SERVICE WITH THE UTILITY OWNER AND GENERAL CONTRACTOR. IF
ANY PROPOSED SERVICE LOCATION VARY SIGNIFICANTLY OR CONFLICT, THE ENGINEER
MUST BE NOTIFIED PRIOR TO THE INSTALLATION OF THE SERVICE.
10. THE REMOVAL OF EXISTING SERVICES WITHIN THE CONSTRUCTION LIMITS SHALL BE
COORDINATED WITH THE GENERAL CONTRACTOR AND UTILITY OWNER. ADDITIONAL
SERVICES MAY EXIST.
11. ALL WATER SERVICES MUST BE INSTALLED AT A 7.5-FT BURY DEPTH.
11.1. INSULATE ALL CROSSINGS INVOLVING WATER AND SEWER.
12. PVC SANITARY SEWERS MUST MEET ONE OF THE FOLLOWING ASTM STANDARDS: D3034,
F789, D2665, OR F891. ASTM D2241 PIPE MAY BE USED FOR SEWERS 6-INCH AND LARGER.
THE INSTALLATION MUST COMPLY WITH ASTM D2321, WHICH REQUIRES INSTALLATION BY
OPEN TRENCH ON A CONTINUOUS GRANULAR BED (SEE CURRENT MINNESOTA RULES,
PART 4714).
13. RCP STORM SEWERS MUST COMPLY WITH ASTM C76 (SEE CURRENT MINNESOTA RULES,
PART 4714).
14. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH CURRENT
MINNESOTA RULES, PART 4714:
14.1. PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252.
14.2. PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306.
14.3. ALL FITTINGS MUST COMPLY WITH ASTM D3212.
14.4. WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES.
15. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR
WATERTIGHT (SEE CURRENT MINNESOTA RULES, PART 4714). APPROVED RESILIENT RUBBER
JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES,
CATCHBASINS, AND OTHER STRUCTURES.
16. WATER SERVICE LINES MUST BE INSTALLED AT LEAST 10-FEET HORIZONTALLY FROM ANY
MANHOLE, CATCHBASIN, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM
OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (SEE
CURRENT MINNESOTA RULES, PART 4714).
17. THE BOTTOM OF WATER SERVICE PIPES LOCATED WITHIN 10-FEET OF THE SEWER
CROSSING MUST BE AT LEAST 12-INCHES ABOVE THE TOP OF THE SEWER. WHEN THIS IS
NOT FEASIBLE, THE SEWER PIPE MUST BE CONSTRUCTED OF MATERIALS LISTED IN
CURRENT MINNESOTA RULES, PART 4714. THE WATER SERVICE SHOULD NOT CONTAIN
ANY JOINTS OR CONNECTIONS WITHIN 10-FEET OF A CROSSING.
18. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10-FEET OF THE BUILDING
OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH CURRENT MINNESOTA
RULES, PART 4714.
UTILITY NOTES
UTILITY PLAN
EXHIBIT H
1
IH
9
DV
1
IH
8
KF
1
CH
2
QA
12
RH
3
TY
13
TS
12
PM
2
QA
6
SJ
19
DV
26
SD
4
AB
8
NF
11
KF
3
AB
1
IH
40
SD
12
SJ
2
BH
N
LOUCKS
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
LOUCKS PROJECT NO. 17590.00
24610
GREG JOHNSON - LICENSED LANDSCAPE ARCHITECT
I hereby certify that this plan,specification,or report was prepared by me
or under my direct supervision and that I am a duly Licensed Landscape
Architect under the laws of the State of Minnesota
Issues and Revisions:
Commission No:
Drawn by:
Checked by:
SHEET
1295 BANDANA BLVD N, SUITE 200ST. PAUL, MN 55108-2735(651) 642-9200 | FAX (651) 642-1101www.popearch.com
POPE ARCHITECTS, INC.NOT FOR CONSTRUCTION3/26/2018 10:54:28 AM
C:\Revit Projects\83537-18017-Workshared-R18_dolson.rvt
VJV
WBS/GAJ
83537-18017
1 CITY SUBMITTAL 05-02-18
Wings Financial
Credit Union
Lakeville Branch
Lakeville, MN
Gopher State One Call
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING
UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR
SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48
HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS,
PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
WARNING
LANDSCAPE PLAN
GENERAL NOTES
CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL
INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS
RELATING TO THE NATURE AND SCOPE OF WORK.
VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE
ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES
WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE
PROJECT'S LAYOUT.
ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND
REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED.
CONTRACTOR SHALL PROTECT ALL EXISTING ROADS,
CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING
PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED
AT NO COST TO THE OWNER.
CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL
UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE
NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION /
MATERIAL INSTALLATION BEGINS (MINIMUM 10' - 0" CLEARANCE).
ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO
NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO
REMAIN.
EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND
OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED
TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY
ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND
NOTIFY LANDSCAPE ARCHITECT OF SAME.
THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS
AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED
TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO
MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN
ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT.
LANDSCAPE INSTALLATION
COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING
INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE.
NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND
CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.
WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD SHALL
BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC.
SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD
SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE
STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE
SWALES, THE SOD SHALL BE STAKED TO THE GROUND.
ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF
THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN
ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL
SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED MINIMUM
SHRUB HEIGHT OR WIDTH. ORNAMENTAL TREES SHALL HAVE NO
V-CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3'
ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN
BRANCHING NO LOWER THAN 5' ABOVE FINISHED GRADE.
ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE
SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL
FORM, NATURAL TO THE SPECIES, WITHOUT PRUNING.
PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN
QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES.
NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS
APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE
LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID
AND/OR QUOTATION.
ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN
ON PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT
MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE
ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED.
ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH
A 27-3-3 SLOW RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOIL
PER THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED
FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF
GRANULAR 27-3-3 AT 6 OZ PER 2.5" CALIPER PER TREE AND 3 OZ PER
SHRUB WITH AN ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING
SPRING IN THE TREE SAUCER.
ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS,
ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF 12" DEPTH OF
PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS
PEAT OR MANURE AND 10 PARTS SAND.
ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL
FLAGGING AND LABELS FROM PLANTS.
WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER
IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY,
WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE.
WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND
REMOVE ALL WRAPPING AFTER 5-1.
COMMERCIAL GRADE 5" BLACK POLY EDGER TO BE USED TO CONTAIN
SHRUBS, PERENNIALS, AND ANNUALS WHERE BED MEETS SOD/SEED
UNLESS NOTED OTHERWISE.
MULCH SHALL BE CLEAN SHREDDED HARDWOOD MULCH WITH
UNIFORM PIECE SIZE. ALL ANNUAL AND PERENNIAL BEDS TO RECIEVE
3" OF MULCH WITH NO WEED BARRIER. ALL SHRUB BED MASSINGS TO
RECEIVE 3" DEEP MULCH WTH A FIBER MAT WEED BARRIER. ALL TREES
NOT IN PLANTING BEDS TO RECEIVE 4" DEEP MULCH WITH NO MULCH
IN DIRECT CONTACT WITH TREE TRUNK.
SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER
MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS.
MAINTENANCE STRIPS TO HAVE EDGER AND MULCH AS
SPECIFIED/INDICATED ON DRAWING OR IN SPECIFICATION.
ROCK MULCH SHALL BE 1"-1-1/2" GREY TRAP ROCK, 4" DEEP OVER A
FIBER MAT WEED BARRIER.
IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY
DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY
OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT
ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE
DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT
PRIOR TO PROCUREMENT AND/OR INSTALLATION.
CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER
ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE
IMPROVEMENTS.
CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL
NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE.
ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO
OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A
MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED
TO, PRUNING, FERTILIZATION AND DISEASE/PEST CONTROL.
CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH
ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE.
WARRANTY (ONE FULL GROWING SEASON) FOR LANDSCAPE
MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE
LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL
LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE
CONSIDERED.
UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING
PLANT MATERIAL INSTALLATION AND SOD PLACEMENT IS FROM THE
TIME GROUND HAS THAWED TO JUNE 15.
FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 -
NOVEMBER 1. FALL CONIFEROUS PLANTING MAY OCCUR FROM
AUGUST 15 - OCTOBER 1 AND DECIDUOUS PLANTING FROM THE FIRST
FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT
RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING
BY THE LANDSCAPE ARCHITECT.
LANDSCAPE CONTRACTOR SHALL ESTABLISH TO HIS SATISFACTION
THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO
ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE.
IRRIGATION NOTES
PROPOSED IRRIGATION PLAN SHALL INCLUDE ALL SODDED AND
PLANTINGS WITHIN THE PORPERTY BOUNDARY.
LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE
SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY
THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR
INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTOR'S
RESPONSIBILITY TO INSURE THAT ALL SODDED AND PLANTED AREAS
ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY
AROUND AND ABUTTING BUILDING FOUNDATION.
THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN
IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE
CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS.
IRRIGATION SYSTEM SHALL NOT ACROSS PAVEMENT. THE SYSTEM
SHALL INCORPORATE A RAIN SENSOR INTO IRRIGATION SYSTEM IF A
RAIN SYSTEM IS NOT ALREADY INSTALLED ON THE EXISTING SYSTEM.
GROUNDCOVER LEGEND
SOD / TOPSOIL - SEE NOTES
LANDSCAPE LEGEND
OVERSTORY TREES
ORNAMENTAL TREES
CONIFEROUS SHRUBS
DECIDUOUS SHRUBS
GRASSES / PERENNIALS
ROCK MULCH - 1-1/2" GREY TRAP ROCK
4" DEPTH
PERENNIAL PLANTING
SCALE: 3/4" = 1'-0"Perennial.Dwg
LOOSEN ROOTS OF
PLANT MATERIAL PRIOR
EDGER - SEE NOTES OR SPECS.
12" DEPTH (MIN). LOAM PLANTING
SOIL - SEE NOTES OR SPECS.
TO PLANTING
EDGE VARIES - SEE PLAN
SCALE: 3/4" = 1'-0"
SHRUB PLANTING DETAIL
SHRUBS TO BE PLACED SO THAT TOP OF
CONTAINER SITS FLUSH WITH PROPOSED GRADE.
MULCH - 3" DEPTH - SEE NOTES OR SPEC.
LANDSCAPE FABRIC - SEE NOTES OR SPEC.
EDGING MATERIAL - SEE NOTES OR SPEC.
EDGE VARIES - REFER TO PLAN
PLANTING SOIL - SEE NOTES OR SPEC.
LOOSEN ROOTS OF ALL CONTAINERIZED
PLANTS. SCARIFY BOTTOM AND SIDES OF HOLE
PRIOR TO PLANTINGBUILDING WALL(TYP)Deciduous Tree.DWG
DECIDUOUS TREE PLANTING DETAIL
SCALE: 1/2" = 1'-0"
CONTRACTOR IS RESPONSIBLE FOR TESTING
PERCOLATION RATES PRIOR TO PLANTING.
NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF
POOR DRAINAGE EXISTS.
SET PLANT ON UNDISTURBED NATIVE SOIL
SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO
PLANTING
EDGE VARIES - SEE PLAN
MULCH - 4" DEEP. NO MULCH IN CONTACT
WITH TRUNK - SEE NOTES OR SPECS.
ROOT FLARE EVEN WITH OR JUST ABOVE GRADE.
TREE WRAP TO FIRST BRANCH
WATER TREE THOROUGHLY DURING PLANTING
OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS
AND SATURATE SOIL WITH WATER. DO NOT
COMPACT MORE THAN NECESSARY TO
MAINTAIN PLUMB.
CUT BACK WIRE BASKET
PRUNE DAMAGED AND CROSSING BRANCHES
AFTER PLANTING IS COMPLETE.
THE CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING ALL TREES IN A PLUMB POSITION
THROUGH THE WARRANTY PERIOD. STAKING IS
SUGGESTED, BUT NOT REQUIRED. ANY STAKING
MUST CONFORM WITH PRACTICES AS DEFINED
IN A.N.A. GUIDELINES FOR STANDARD
PRACTICES
BACKFILL WITH IN SITU TOPSOIL
Coniferous Tree.DWG
CONIFEROUS TREE PLANTING DETAIL
SCALE: 1/2" = 1'-0"
THE CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING ALL TREES IN A PLUMB POSITION
THROUGH THE WARRANTY PERIOD. STAKING IS
SUGGESTED, BUT NOT REQUIRED. ANY STAKING
MUST CONFORM WITH PRACTICES AS DEFINED
IN A.N.A. GUIDELINES FOR STANDARD
PRACTICES.
PRUNE ANY DAMAGED BRANCHES AFTER
PLANTING IS COMPLETE.
BACKFILL WITH IN SITU TOPSOIL
EDGE VARIES - SEE PLAN
CONTRACTOR IS RESPONSIBLE FOR TESTING
PERCOLATION RATES PRIOR TO PLANTING.
NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF
POOR DRAINAGE EXISTS.
ROOT BALL SET ON UNDISTURBED SUBGRADE
SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO
PLANTING
WATER TREE THOROUGHLY DURING PLANTING
OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS
AND SATURATE SOIL WITH WATER. DO NOT
COMPACT MORE THAN NECESSARY TO
MAINTAIN PLUMB.
MULCH - 4" DEEP - SEE NOTES OR SPECS.
MULCH MUST NOT BE IN CONTACT WITH TRUNK.BUILDING WALL(TYP)MULCH - 3" MIN. DEPTH -
SEE NOTES OR SPECS.
1
L1.1
2
L1.1
3
L1.1
4
L1.1
PROPERTY BOUNDARY
2-1/2" CAL B.B.AUTUMN BLAZE MAPLE Acer x freemanii 'Jeffersred'
QUAKING ASPEN Populus tremuloides 2-1/2" CAL B.B.
2-1/2" CAL B.B.COMMON HACKBERRY Celtis occidentalis
AB
QU
CH
PLANT LIST
IMPERIAL HONEYLOCUSTIH
SIZECOMMON NAME SCIENTIFIC NAMEQTYKEY COMMENTS
2-1/2" CAL B.B.Gleditsia triacanthos inermis 'Impcole'
OVERSTORY TREES - 15 TOTAL
7
4
1
3
H 50-60' W 40'
H 40-60' W 20-30'
H 50-75' W 50'
H 30-35' W 30-35'
TOR SPIREA Spirea betulifolia 'Tor'TS #5 CONT
ROYAL STANDARD HOSTA Hosta 'Royal Standard'RH #1 CONT
NEON FLASH SPIREA Spirea japonica 'Neon Flash'NF #5 CONT
KARL FOERSTER GRASS Calamagrostis aculiflora 'Karl Foerster'KF #1 CONT
8
13
12
19
PARDON ME DAYLILY Hemerocallis 'Pardon Me'PM #1 CONT12
24" O.C.
24" O.C.
18" O.C.
TAUNTON YEW Taunton x media 'Taunton'TY #5 CONT3
SCANDIA JUNIPER Juniperus sabina 'Scandia'SJ #5 CONT18 H 18" W 3-5'
H 3' W 3-4'
DWARF EUROPEAN VIBURNUM Viburnum opulus 'Nanum'DV #5 CONT28
H 3' W 3-5'
H 3' W 3'
H 24" W 2-3'
STELLA DE ORO DAYLILY Hemerocallis 'Stella de Oro'SD #1 CONT66 24" O.C.
GRASSES / PERENNIALS - 109 TOTAL
DECIDUOUS SHRUBS - 49 TOTAL
CONIFEROUS SHRUBS - 21 TOTAL
PROPERTY BOUNDARY
PROPERTY BOUNDARYPROPERTY BOUNDARYRETAINING WALL
SEE CIVIL
BLACK HILLS SPRUCE Picea pungensBH 6' HT.2 H 30-40' W 20-30''
CONIFEROUS TREES - 22 TOTAL
EXHIBIT I
OFFICE - 3,986 SF
FFE - 951.00
PARKING STALLS
1/200 SF REQUIRED = 20 STALLS
31 STALLS PROVIDED
0.7 0.5 0.3
1.8 1.6 1.2 1.6 2.0 1.9 1.7 1.7 1.6 1.8 1.8 1.4 1.1 0.7 0.4
1.8 1.7 1.5 1.7 2.0 1.8 1.6 1.7 1.6 1.9 2.2 1.9 1.6 1.8 2.2 1.9 1.5 1.2 0.8
1.2 1.2 1.3 1.5 1.5 1.5 1.5 1.7 1.6 1.5 1.6 1.6 1.7 2.0 2.0 2.0 2.1 2.3 2.0 1.7
1.2 1.2 1.2 1.0 0.6 1.1 1.2 1.2 1.2 1.3 1.3 1.3 1.3 1.4 1.5 1.7 1.8 1.9 2.1 2.3
1.4 1.4 1.1 0.7 0.7 0.7 0.7 0.7 0.8 0.9 0.9 1.0 1.1 1.4 1.9 2.0
1.7 1.5 0.5 0.4 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.9 1.7 1.9
1.9 1.9 0.9 1.2 1.7 2.0 2.1 2.1
1.4 1.4 0.7 1.1 1.5 1.7 1.6 1.6
1.3 1.4 0.6 1.0 1.4 1.6 1.3 1.6
1.7 1.8 0.5 1.1 1.4 1.7 1.7 1.7
1.7 1.8 0.4 1.0 1.4 1.7 1.8 1.8
1.3 1.3 1.1 1.2 1.3
1.0 1.1 1.0 1.2 1.6 1.7 1.6 1.3 1.1 1.0 0.8 0.8 1.0 1.0 1.0
0.9 0.8 0.9 0.9 1.0 1.5 1.9 1.6 1.5 1.7 1.8 1.4 1.1 0.9 0.7 0.7 0.8 0.8 0.8
0.7 0.8 1.0 1.2 1.6 1.8 1.4 1.3 1.6 1.8 1.5 1.1 0.9 0.7 0.6 0.6 0.5
0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.0 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.00.0
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.3
0.4
0.4
0.3
0.2
0.2
0.2
0.2
0.1
0.1
0.1
AAMH: 30
AAMH: 30
AAMH: 30
AA
MH: 30
AAMH: 30
N
41352
VICKI VAN DELL - LICENSED ENGINEER
LOUCKS
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
LOUCKS PROJECT NO. 17590.00
I hereby certify that this plan,specification,or report was prepared by me
or under my direct supervision and that I am a duly Licensed Professional
Engineer under the laws of the State of Minnesota
24610
GREG JOHNSON - LICENSED LANDSCAPE ARCHITECT
I hereby certify that this plan,specification,or report was prepared by me
or under my direct supervision and that I am a duly Licensed Landscape
Architect under the laws of the State of Minnesota
Issues and Revisions:
Commission No:
Drawn by:
Checked by:
SHEET
1295 BANDANA BLVD N, SUITE 200ST. PAUL, MN 55108-2735(651) 642-9200 | FAX (651) 642-1101www.popearch.com
POPE ARCHITECTS, INC.NOT FOR CONSTRUCTION3/26/2018 10:54:28 AM
C:\Revit Projects\83537-18017-Workshared-R18_dolson.rvt
VJV
WBS/GAJ
83537-18017
1 CITY SUBMITTAL 05-02-18
Wings Financial
Credit Union
Lakeville Branch
Lakeville, MN
Gopher State One Call
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING
UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR
SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48
HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS,
PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
WARNING
PHOTOMETRIC PLAN
Luminaire Schedule
Symbol Qty Label Arrangement LLF Description Lum. Watts Lum. Lumens BUG Rating
5 AA SINGLE 0.850 Leotek #AR13-18M2-MV-NW-3-XX-530 Single Mounted at 30ft On Sq. Alu. Pole 122 13742 B2-U0-G2
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
Drive Areas & Parking Illuminance Fc 1.33 2.3 0.3 4.43 7.67
East Property Line Illuminance Fc 0.00 0.0 0.0 N.A.N.A.
North Property Line Illuminance Fc 0.06 0.3 0.0 N.A.N.A.
West Property Line Illuminance Fc 0.19 0.4 0.0 N.A.N.A.
All Luminaires Are Fully Shielded - Full Cutoff Type.
Lighting by:
Charlie Leavitt, LC, MIES
PO Box 50827
Mendota, MN 55150-0877
651-399-7768
LEGEND:
MH = MOUNTING HEIGHT
EXHIBIT J
ACCACCU.C.REF.REF.U.C.REF.A)DO NOT SCALE DRAWINGS.
B)NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES.
C)IN THE CASE OF AMBIGUITIES, DISCREPANCIES, OR IRREGULARITIES IN THE DRAWINGS AND/OR
SPECIFICATIONS, THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR CLARIFICATION FROM
THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
D)IN ALL CONSTRUCTION TYPES, ALL WOOD USED IN THE FOLLOWING LOCATIONS IS TO BE
PRESERVATIVE-TREATED:
1.WOOD IN CONTACT WITH THE GROUND OR WATER.
2.WOOD IN EXTERIOR FOUNDATION WALLS.
3.WOOD IN CONTACT WITH CONCRETE SLABS-ON-GRADE, OR IN CONTACT WITH
CONCRETE OR MASONRY FOUNDATION WALLS.
4.WOOD WITHIN A CRAWL SPACE OVER EXPOSED EARTH.
5.AT OTHER LOCATIONS NOTED ON THE CONSTRUCTION DOCUMENTS.
E)ALL WOOD USED IN BUILDINGS OF TYPE I OR II CONSTRUCTION (SEE CODE DATA SHEET), IS TO
BE FIRE-RETARDANT-TREATED, WITH THE FOLLOWING EXCEPTIONS:
1.PRESERVATIVE-TREATED WOOD AS NOTED IN GENERAL NOTE "D" ABOVE.
2.INTERIOR FLOOR FINISH AND INTERIOR FINISHES; TRIM AND MILLWORK SUCH AS
CABINETRY, DOORS, DOOR FRAMES AND WINDOWS.
3.BLOCKING FOR HANDRAILS, MILLWORK, CABINETS, AND WINDOW AND DOOR FRAMES.
F)SEE SHEET A0.2 FOR SYMBOLS, INDICATION OF MATERIALS, PARTITION TYPE DETAILS &
ABBREVIATIONS.
FLOOR PLAN GENERAL NOTES
4'-0"10'-0"5'-0"19'-6"2
2
B.1B.1
EE
20'-8"20'-0"4'-0"13'-6"9'-0"18'-2"7'-0"1'-0 1/4"23'-11 1/2"1'-0 1/4"9'-8"4'-0"9'-0"1'-2"6"1'-6"11'-9 3/4"17'-0 3/4"11'-9 3/4"3'-2"12'-6 3/4"
2'-0"
4'-6"4'-6"47'-0"24'-0"4'-0"12'-0"4'-8"3'-4"8'-0"2'-4"8'-8"8'-0"8'-8"3'-4"2'-0"6'-0"
44'-8"44'-8"
6'-10"
DD
CC
1
13'-2"11'-1"18'-6"12'-3"2'-0"3 3/4" 8 3/4"1'-0 1/4"16'-5 1/2"1'-0 1/4"8 3/4"3 3/4"104
105
111 112 113
116
118
115B
119B
120
100B
100A47'-0"2'-8"15'-4"26'-0"8"6'-8 3/4"8'-6"7'-6 3/4"8'-6"9'-2 3/4"3'-10"1'-4"
1'-8"8 3/4"3 3/4"3 3/4"8 3/4"
115A
4'-0"6"4'-6"4'-0"5'-0"1'-0"1'-0"1'-0"9'-0"8'-0"9'-0"
1'-8"12'-6"11'-10"8'-8"8'-4"
BB
10
10
E.1E.1
18'-3 1/2"8'-0"5'-0"1'-8" 1'-6"11'-9 3/4"17'-0 3/4"11'-9 3/4"1'-6" 6"15'-0"10'-2"1'-6"1'-6"4'-4 1/2"2'-6 1/2"2'-6 1/2"8
8 12'-0"DASHED LINE
REPRESENTS ROOF
OVERHANG ABOVE
DASHED LINE
REPRESENTS ROOF
OVERHANG ABOVE
DASHED LINE
REPRESENTS ROOF
OVERHANG ABOVE
COMMUNITY
ROOM
119
MECH.
115
IT
116
HALLWAY
117
CASH /
WORK
118
WFA
120
BREAK
ROOM
114
SAFE
DEPOSIT
113
TOILET
112
TOILET
111
LOBBY
103
CONF.
104
PTM's
109
UBA
108
UBA
107
UBA
106
MANAGER
105
WAITING
102
VESTIBULE
100
HALLWAY
110
WAITING
101
114
AA
10.29
4
4
5
5
3
3
6
6
13'-8"26'-0"5'-0"44'-8"
7
7
89'-4"
A.9A.9
119A
3'-0"18'-0"3'-0"
24'-0"1'-8"7'-8"5'-4"10'-0"DASHED LINE
REPRESENTS ROOF
OVERHANG OF
DRIVE-THRU ABOVE
Issues and Revisions:
Commission No:
Drawn by:
Checked by:
SHEET
1295 BANDANA BLVD N, SUITE 200
ST. PAUL, MN 55108-2735
(651) 642-9200 | FAX (651) 642-1101
www.popearch.com
POPE ARCHITECTS, INC.NOT FOR CONSTRUCTION0"1/2"1"
TRUE SHEET SCALE
5/2/2018 1:28:44 PM
C:\Revit Projects\83537-18027-Workshared (R18)_dolson.rvt
A2.1
FLOOR PLAN
JW
DO
83537-18027
Wings Financial -
Lakeville
Lakeville, MN
1/4" = 1'-0"A2.1
1 FLOOR PLAN
1 CITY SUBMITTAL 05-02-18
NORTHEXHIBIT K
EXTERIOR MATERIAL FINISH SCHEDULE
MATERIAL ID MATERIAL MANUFACTURER FINISH COLOR LOCATION
CSTN - 1
MP - 1
MP - 2
FLASH - 1
AFS FLASH - 1
STONE VENEER BASE
METAL PANEL
METAL PANEL
CAP FLASHING
WINDOW SILL
FLASHING
ALUMINUM WINDOW
FRAMESAFS-1
BRICK-1 FACE BRICK
NOTE:
THE "BASIS OF DESIGN" MATERIALS FOR THE PROJECT ARE LISTED ON THE SCHEDULE ABOVE. SEE SPECIFICATIONS FOR
ADDITIONAL MATERIAL INFORMATION AND OTHER APPROVE D SUBSTITUTIONS.
KAWNEER CLEAR ANODIZED ALUMINUM 2-1/2" x 7-1/2" CURTAIN WALL
ALUMINUM WINDOW
FRAMESAFS-2 KAWNEER CLEAR ANODIZED ALUMINUM 2" x 4-1/2" STOREFRONT
PACCLAD KYNAR 500 CURTAIN WALL AND STOREFRONT SILLS
PACCLAD KYNAR 500 WEATHERED ZINC PARAPET CAP AT BRICK-1
SOUIX CITY BRICK XXXX OXFORD GRAY VELOUR NORTH, WEST, AND SOUTH OFFICE
AMERICAN ARTSTONE SMOOTH 103-03 MAE GRADE SILLS
VITRABOND PVDF KYNAR 500 FAUX ZINC CHARCOAL VB5260 NORTH, EAST, AND SOUTH BOXES
PACCLAD KYNAR 500 WEATHERED ZINC SOUTH AND WEST STOREFRONT INFILL
MP - 3
PACCLAD KYNAR 500 SLATE BLUE SOUTHEAST SIGNAGE FIN
XXXX
XXXX
RS-1 STANDING SEAM
METAL ROOF PACCLAD KYNAR 500 WEATHERED ZINC EAST ROOF
SILVERSMITH
METAL PANEL
OWNER APPROVAL OF EXTERIOR DESIGN AND MATERIALS:
SCHEMATIC DESIGN PHASE:
OWNER SIGNATURE:DATE:
DESIGN DEVELOPMENT PHASE:
OWNER SIGNATURE:DATE:
CONSTRUCTION DOCUMENT PHASE:
OWNER SIGNATURE:DATE:
CONSTRUCTION ADMIN. PHASE:
OWNER SIGNATURE:DATE:
FIRST FLOOR
100'-0"
T.O. PARAPET
116'-8"
T.O. FOOTING
96'-0"
T.O. FIN SIGN
132'-0"
T.O. MTL PNL
112'-0"
MP-3
AFS-1
CSTN-1
RS-1
RTU
FLASH-1
MP-1
BRICK-1
MP-2
AFS FLASH-1
AFS-2
CSTN-1
AFS-1MP-1
T.O. SIGN
131'-2"+/-
T.O. MASONRY
108'-8"T.O. RS-125'-9"11'-0"7'-0"100 S.F. SIGN AREA
53 S.F.
SIGN AREA60 S.F.
SIGN AREA
FIRST FLOOR
100'-0"
T.O. PARAPET
116'-8"
T.O. FOOTING
96'-0"
T.O. FIN SIGN
132'-0"
T.O. MTL PNL
112'-0"
MP-3
RS-1
FLASH-1
BRICK-1
MP-1
AFS-1
CSTN-1
MP-1
FIRST FLOOR
100'-0"
T.O. PARAPET
116'-8"
T.O. FOOTING
96'-0"
T.O. FIN SIGN
132'-0"
T.O. MTL PNL
112'-0"
FLASH-1
BRICK-1
MP-1
RTU
RS-1 MP-3
MP-1
AFS-1
CSTN-1
MP-1
CSTN-1 25'-9"100 S.F.
SIGN AREA
53 S.F.
SIGN AREA
FIRST FLOOR
100'-0"
T.O. PARAPET
116'-8"
T.O. FIN SIGN
132'-0"
T.O. MTL PNL
112'-0"
FLASH-1
BRICK-1
MP-2
AFS FLASH-1
RS-1
MP-3
AFS-2
MP-1
53 S.F.
SIGN AREA
Issues and Revisions:
Commission No:
Drawn by:
Checked by:
SHEET
1295 BANDANA BLVD N, SUITE 200
ST. PAUL, MN 55108-2735
(651) 642-9200 | FAX (651) 642-1101
www.popearch.com
POPE ARCHITECTS, INC.NOT FOR CONSTRUCTION0"1/2"1"
TRUE SHEET SCALE
5/2/2018 1:30:45 PM
C:\Revit Projects\83537-18027-Workshared (R18)_dolson.rvt
A3.1
EXTERIOR
ELEVATIONS,
EXTERIOR MATERIAL
FINISH SCHEDULE
JW
DO
83537-18027
Wings Financial -
Lakeville
Lakeville, MN
1 CITY SUBMITTAL 05-02-18
OXFORD GREY VELOUR
BRICK-1
FAUX ZINC CHARCOAL
MP-1
WEATHERED ZINC
MP-2
FLASH-1
RS-1
CLEAR ANODIZED ALUMINUM
AFS-1
AFS-2
SILVERSMITH
AFS FLASH-1
SLATE BLUE
MP-3
ARCHITECTURAL PRECAST
CSTN-1
1/8" = 1'-0"A3.1
1 SOUTH BUILDING ELEVATION
1/8" = 1'-0"A3.1
4 WEST BUILDING ELEVATION
1/8" = 1'-0"A3.1
2 NORTH BUILDING ELEVATION
1/8" = 1'-0"A3.1
3 EAST BUILDING ELEVATION
A3.1
5 SOUTHWEST PERSPECTIVE
A3.1
6 SOUTHEAST PERSPECTIVE
A3.1
7 NORTHWEST PERSPECTIVE
EXHIBIT L
City of Lakeville
Public Works – Engineering Division
Memorandum
To: Daryl Morey, Planning Director
From: Alex Jordan, Assistant City Engineer
McKenzie L. Cafferty, Environmental Resources Manager
John Hennen, Parks and Recreation Director
Copy: Zach Johnson, City Engineer
Jerilyn Erickson, Finance Director
Gene Abbott, Building Official
Dave Olson, Community and Economic Development Director
Date: May 24, 2018
Subject: Spirit of Brandtjen Farm Commercial 5th Addition
•Preliminary and Final Plat Review
•Grading and Erosion Control Plan Review
•Utility Plan Review
•Site Plan Review
•Easement Vacation
BBAACCKKGGRROOUUNNDD
Wings Financial Credit Union has submitted a preliminary and final plat named Spirit of
Brandtjen Farm Commercial 5th Addition and site plans to construct an office building for a
credit union on Lot 1, Block 1. The proposed development is located south of and adjacent to
160th Street (CSAH 46), north of 162nd Street, east of and adjacent to Pilot Knob Road (CSAH
31), and west of Elmhurst Lane. The parent parcel consists of a portion of Outlot A, Spirit of
Brandtjen Farm Commercial 1st Addition. The development is zoned PUD, Planned Unit
Development.
The preliminary and final plats consist of one lot within one block on 1.18 acres.
SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 55TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMAAYY 2244,, 22001188
PPAAGGEE 22 OOFF 77
The proposed development and site plan will be completed by:
Developer: Wings Financial Credit Union
Engineer/Surveyor: Loucks
SSIITTEE CCOONNDDIITTIIOONNSS
The Spirit of Brandtjen Farm Commercial 5th Addition site consists of 1.18 acres of
undeveloped land. The property generally slopes west to east. A private drive extends to the
southeast plat boundary to provide roadway access for the parent parcel. There are no
wetlands or trees on the property.
EEAASSEEMMEENNTTSS
The parent parcel contains existing public Drainage and Utility Easements dedicated with the
Spirit of Brandtjen Farm Commercial 1st Addition plat, which will be vacated with the final
plat. The Drainage and Utility Easement will be re-dedicated with the final plat over the area
containing existing public utilities located on the parent parcel.
SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT
Pilot Knob Road (CSAH 31)
Spirit of Brandtjen Farm Commercial 5th Addition is located east of and adjacent to Pilot Knob
Road, a minor arterial County roadway. Pilot Knob Road is constructed as a four-lane divided
roadway with ten-foot bituminous trails along both sides of the roadway adjacent to the site. The
current Dakota County Plat Review Needs Map dated April 16, 2013 designated Pilot Knob Road
as a future six-lane divided roadway with a half right-of-way requirement of 100-feet adjacent to
the plat. The final plat identifies a 25-foot reserve area adjacent to Pilot Knob Road required by
Dakota County for a future interchange. The Dakota County Plat Commission reviewed the plat at
its April 3, 2018 meeting and recommended the development for approval.
160th Street (CSAH 46)
Spirit of Brandtjen Farm Commercial 5th Addition is located south of and adjacent to 160th
Street, a minor arterial County roadway. 160th Street is constructed as a four-lane divided
roadway. A ten-foot bituminous trail will be constructed on the south side of the roadway from
Pilot Knob Road to Eagleview Drive with the development of Outlots K and L, Spirit of Brandtjen
Farm Commercial 2nd Addition. The current Dakota County Plat Review Needs Map dated April 16,
2013 designated 160th Street as a future six-lane divided roadway with a half right-of-way
requirement of 100-feet adjacent to the plat. The Dakota County Plat Commission reviewed the
plat at its April 3, 2018 meeting and recommended the development for approval.
SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 55TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMAAYY 2244,, 22001188
PPAAGGEE 33 OOFF 77
SSIITTEE PPLLAANN RREEVVIIEEWW
Spirit of Brandtjen Farm Commercial 5th Addition includes the construction of a 3,992 square-
foot Wings Financial Credit Union on Lot 1, Block 1. The site plan includes a drive-thru aisle
providing access for the building with adequate stacking to maintain proper site circulation.
Access to the site will be provided by extending an existing private roadway along the east
side of Lot 1, Block 1. An access driveway is proposed to connect to the north extent of the
private roadway. A private cross access easement and maintenance agreement is
memorialized on the parent parcel in the location of the proposed shared roadway and
utilities along the east side of Lot 1, Block 1. The parking lot is adequately sized to allow truck
circulation into and out of the site and will provide capacity to meet the requirements of the
City’s Zoning Ordinance.
The landscaping plan provides for several types of trees and shrubs in landscaped areas
around the building and parking lot. Landscaping areas around the building will be sodded.
CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS
Construction traffic access and egress for grading, utility and site construction shall be from
the private access drive in the location of the private roadway extension.
PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS
Development of Spirit of Brandtjen Farm Commercial 5th Addition includes the construction
of private sidewalks. Private sidewalks will be installed along the west side of the proposed
private roadway and extend to the proposed parking lot.
The Park Dedication fee has not been collected on the parent parcel and will be satisfied
through a cash contribution with the final plat. The Park Dedication fee for commercial areas
in Spirit of Brandtjen Farm is $5,400.00 per acre, consistent with the Spirit of Brandtjen Farm
Master PUD Agreement.
1.18 acres x $5,400/acre = $6,372.00
Area of Lot 1, Block 1 Park Dedication Charge Required Park Dedication
UUTTIILLIITTIIEESS
SSAANNIITTAARRYY SSEEWWEERR
Spirit of Brandtjen Farm Commercial 5th Addition is located within subdistrict NC-20060 of the
North Creek sanitary sewer district, as identified in the City’s Comprehensive Sewer Plan.
Wastewater will be conveyed to the MCES Farmington Interceptor and continue to the
Empire Wastewater Treatment Facility. The downstream facilities have sufficient capacity to
serve the proposed commercial development.
SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 55TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMAAYY 2244,, 22001188
PPAAGGEE 44 OOFF 77
The Developer shall connect to public sanitary sewer from an existing stub along the
proposed private roadway. A private sanitary sewer service will be extended from the public
main to provide sanitary sewer service to the development.
The Sanitary Sewer Availability Charge has not been collected on the parent parcel and shall
be collected with the Building Permit Application. The Sanitary Sewer Availability Charge will
be calculated at the rate in effect at the time of approval of the Building Permit Application, as
determined by the City’s Building Official.
WWAATTEERRMMAAIINN
Development of Spirit of Brandtjen Farm Commercial 5th Addition includes the extension of
an existing private watermain to provide water service to the development. The Developer
shall extend 6-inch private watermain within the private roadway, and to the north and east
of the private roadway, to provide service for the future development of Outlot A, Spirit of
Brandtjen Farm Commercial 1st Addition.
Final locations and sizes of all sanitary sewer and watermain facilities will be reviewed by City
staff with the final construction plans submitted with the building permit application. A cross
access easement and maintenance agreement is memorialized on the parent parcel for the
private utilities extending across multiple properties.
OOVVEERRHHEEAADD LLIINNEESS
There are no overhead utilities located adjacent to or within the parent parcel.
DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG
Spirit of Brandtjen Farm Commercial 5th Addition is located within subdistrict NC-9C of the
North Creek Stormwater District as identified in the City’s Water Resources Management Plan.
Stormwater runoff generated from the Spirit of Brandtjen Farm Commercial 5th Addition
development will be conveyed via a proposed private storm sewer system within the private
roadway along the east side of the property. The storm sewer will be constructed within an
existing private utility easement. The stormwater management requirements for the parent
parcel were satisfied through stormwater management basins constructed with Spirit of
Brandtjen Farm Commercial 2nd Addition.
The final grading plan must indicate any proposed borrow areas in which the building
footings will be placed on fill material. The grading specifications must indicate that all
embankments meet FHA/HUD 79G specifications. A final certificate of occupancy shall not be
issued until an as-built certified grading plan has been submitted and approved by the City
Engineer.
SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 55TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMAAYY 2244,, 22001188
PPAAGGEE 55 OOFF 77
Spirit of Brandtjen Farm Commercial 5th Addition does not contain more than one acre of site
disturbance, however because the project is part of a common development a National
Pollution Discharge Elimination System General Stormwater Permit for construction activity is
required from the Minnesota Pollution Control Agency.
SSTTOORRMM SSEEWWEERR
The development of Spirit of Brandtjen Farm Commercial 5th Addition includes the
construction of a private storm sewer system. The privately-owned and maintained storm
sewer will be located within Lot 1, Block 1 and will collect and convey stormwater runoff
generated from within the development to the private storm sewer system located within the
private access street south of the development. A private cross access and maintenance
agreement is memorialized on the parent parcel for the private utilities extending across
multiple properties.
The Trunk Storm Sewer Area Charge has not been collected on the parent parcel and must be
paid with the final plat. The Trunk Storm Sewer Area Charge for Lot 1, Block 1 is calculated as
follows:
51,369.00 s.f. x $0.250/s.f. = $12,842.25
Area of Lot 1, Block 1 Commercial
Area Charge
Total Trunk
Storm Sewer Area Charge
Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final
construction plans.
FEMA FLOODPLAIN ANALYSIS
Spirit of Brandtjen Farm Commercial 5th Addition is shown on the Flood Insurance Rate Map
(FIRM) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this
designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA),
as determined by FEMA.
WWEETTLLAANNDDSS
There are no existing wetlands on the site.
TTRREEEE PPRREESSEERRVVAATTIIOONN
No significant trees are located on the property.
SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 55TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMAAYY 2244,, 22001188
PPAAGGEE 66 OOFF 77
EERROOSSIIOONN CCOONNTTRROOLL
The Developer is responsible for obtaining a MPCA Construction Permit for the site as well as
developing and maintaining the SWPPP throughout construction phase. The permit requires
that all erosion and sediment BMPS must be clearly outlined in a site’s SWPPP. Changes made
throughout construction should be documented in the SWPPP.
Additional erosion control measures may be required during construction as deemed
necessary by City staff or the Dakota County Soil and Water District. Any additional measures
required shall be installed and maintained by the Developer.
SECURITIES
The Developer shall provide a Letter of Credit as security for the Developer-installed
improvements relating to Spirit of Brandtjen Farm Commercial 5th Addition.
CONSTRUCTION COSTS
Sanitary Sewer Connection
Grading, Erosion Control, and Restoration
$ 2,500.00
10,000.00
SUBTOTAL - CONSTRUCTION COSTS $ 12,500.00
OTHER COSTS
Developer’s Design (3.0%) $ 375.00
Developer’s Construction Survey (2.5%) 312.50
City’s Legal Expense (0.5%) 62.50
City Construction Observation (5.0%) 625.00
Developer’s Record Drawing (0.5%) 62.50
Landscaping 30,000.00
Lot Corners/Iron Monuments 100.00
SUBTOTAL - OTHER COSTS $31,537.50
TOTAL PROJECT SECURITY $ 44,037.50
The Developer shall post a security to ensure the final placement of iron monuments at
property corners with the final plat. The security is $100.00 per lot and outlot for a total of
$100.00. The City shall hold this security until the Developer’s Land Surveyor certifies that all
irons have been placed following site grading, street and utility construction.
CCAASSHH FFEEEESS
A cash fee for one-year of the Environmental Resources Fee shall be paid at the time of final
plat approval and is calculated as follows:
1.18 acres x 4.20 x $10.42/unit/qtr. x 4 qtrs. = $206.57
SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 55TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMAAYY 2244,, 22001188
PPAAGGEE 77 OOFF 77
Lot 1, Block 1
Spirit of Brandtjen Farm
Commercial 5th Addition
Commercial/Industrial
Residential Equivalent Utility
Factor
Environmental Resources
Fee
Total
A cash fee for the preparation of record construction drawings and for upgrading the City
base map shall be paid at the time of final plat approval and is calculated as follows:
1 units x $90.00/unit = $90.00
Lots/Outlots City Base Map Updating Fee Total
The Developer shall submit the final plat and construction drawings in an electronic format.
The electronic format shall be in either .dwg (AutoCAD) or .dxf format.
The Developer shall also pay a cash fee for City Engineering Administration. The fee for City
Engineering Administration will be based on three percent (3.00%) of the estimated
construction cost, or $375.00.
CASH REQUIREMENTS
Sanitary Sewer Availability Charge to be paid with building permit
Park Dedication Fee $ 6,372.00
Trunk Storm Sewer Area Charge 12,842.25
Environmental Resources Fee 206.57
City Base Map Updating Fee 90.00
City Engineering Administration (3.00%) 375.00
TOTAL - CASH REQUIREMENTS $ 19,885.82
RREECCOOMMMMEENNDDAATTIIOONN
Engineering recommends approval of the Spirit of Brandtjen Farm Commercial 5th Addition
preliminary and final plat, grading and erosion control plan and utility plan subject to the
requirements and stipulations within this report.